Riverside City Council
June 27, 2023

Traffic Study
for:

Raising Cane’s (820)
In the City of Riverside

May 2023

Exhibit 10 - Traffic Report

TRAFFIC STUDY
FOR THE PROPOSED
RAISING CANE’S (820) PROJECT
IN THE CITY OF RIVERSIDE
Prepared by:

Kimley-Horn and Associates, Inc.
1100 Town and Country Road, Suite 700
Orange, California 92868
May 2023
Exhibit 10 - Traffic Report

TABLE OF CONTENTS Page

EXECUTIVE SUMMARY ...................................................................................................................................................................1 INTRODUCTION..................................................................................................................................................................................3 Purpose and Study Objectives ...............................................................................................................................................3 Project Overview ..........................................................................................................................................................................3 ANALYSIS SCENARIOS AND METHODOLOGY ....................................................................................................................7 Analysis Scenarios .......................................................................................................................................................................7 Intersection Analysis - HCM Methodology ......................................................................................................................7 Level of Service Standards.......................................................................................................................................................9 Study Area ........................................................................................................................................................................................9 AREA CONDITIONS ...........................................................................................................................................................................9 Existing Street System ...............................................................................................................................................................9 Existing Transit Service ......................................................................................................................................................... 11 EXISTING OPERATING CONDITIONS ................................................................................................................................... 12 Existing Traffic Volumes ........................................................................................................................................................ 12 Peak Hour Intersection Operations ................................................................................................................................. 12 FUTURE CONDITIONS .................................................................................................................................................................. 12 Opening Year 2024 Cumulative ......................................................................................................................................... 12 Cumulative Projects............................................................................................................................................................ 15 Peak Hour Intersection Operations ................................................................................................................................. 15 PROJECT TRAFFIC .......................................................................................................................................................................... 21 Trip Generation .......................................................................................................................................................................... 21 Trip Distribution and Assignment .................................................................................................................................... 21 FUTURE CONDITIONS PLUS PROJECT................................................................................................................................. 21 Opening Year 2024 Cumulative Plus Project .............................................................................................................. 21 Peak Hour Intersection Operations ................................................................................................................................. 21 RECOMMENDED IMPROVEMENTS ....................................................................................................................................... 28 SITE ACCESS AND CIRCULATION ........................................................................................................................................... 28 STORAGE CAPACITY AT LEFT-TURN POCKETS ............................................................................................................. 28 DRIVE-THROUGH QUEUING ANALYSIS .............................................................................................................................. 30 Queuing Data Collection ........................................................................................................................................................ 30 General Observations .............................................................................................................................................................. 32 Drive-through Queue Length Calculation ..................................................................................................................... 33 Side-by-Side Operational Features .................................................................................................................................. 36 Other Unique Features ........................................................................................................................................................... 36 VEHICLE MILES TRAVELED (VMT) ANALYSIS ............................................................................................................... 37

Exhibit 10 - Traffic Report
LIST OF FIGURES Page

Figure 1 – Vicinity Map ...................................................................................................................................................................4 Figure 2 – Project Site Plan ...........................................................................................................................................................5 Figure 3 – Existing Lane Configuration and Traffic Control ..................................................................................... 10 Figure 4 – Existing Peak Hour Traffic Volumes............................................................................................................... 13 Figure 5 – Location of Cumulative Projects ...................................................................................................................... 17 Figure 6 – Cumulative Projects Traffic Volumes ............................................................................................................ 18 Figure 7 – Opening Year 2024 Cumulative Traffic Volumes .................................................................................... 19 Figure 8 – Project Trip Distribution and Project-Related Traffic Volumes ...................................................... 23 Figure 9 – Opening Year 2024 Cumulative Plus Project Traffic Volumes ......................................................... 26

LIST OF TABLES Page

Table 1 – Summary of Intersection Operations – Existing Conditions ............................................................... 14 Table 2 – Summary of Cumulative Projects Trip Generation .................................................................................. 16 Table 3 – Summary of Intersection Operations – Opening Year 2024 Cumulative ...................................... 20 Table 4 – Summary of Project Trip Generation............................................................................................................... 22 Table 5 – Summary of Intersection Operations – Opening Year 2024 Cumulative Plus Project ........... 27 Table 6 – Summary of Left-Turn Pocket Storage Capacity ........................................................................................ 29 Table 7 – Summary of Drive-Through Queuing Data Collection – Weekday ................................................... 34 Table 8 – Summary of Drive-Through Queuing Data Collection – Saturday .................................................... 35

APPENDICES
Appendix A Approved Scoping Agreement
Appendix B Traffic Data Collection Sheets
Appendix C Intersection Analysis Worksheets
Appendix D Cumulative Projects Information
Appendix E Drive-Through Queuing Data Collection

Exhibit 10 - Traffic Report
Riverside Raising Cane’s (820) - 1 - Kimley-Horn and Associates, Inc.

Traffic Study May 2023 TRAFFIC STUDY
FOR THE PROPOSED
RAISING CANE’S (820) PROJECT
IN THE CITY OF RIVERSIDE

EXECUTIVE SUMMARY
This traffic study has been prepared to evaluate the project-related traffic effects associated with the proposed Raising Cane’s (Store #820) project in the City of Riverside. This traffic study has been conducted in coordination with the City of Riverside and in accordance with the City of Riverside Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment (July 2020).

The project has been evaluated during the weekday evening peak hour for the following conditions:
· Existing Conditions
· Opening Year 2024 Cumulative
· Opening Year 2024 Cumulative Plus Project
Under Existing Conditions, the study intersections currently operate at an acceptable Level of Service (LOS).

An annual ambient growth rate of 2% and cumulative project traffic were added to Existing Conditions to develop Opening Year 2024 Cumulative forecasts.

Under Opening Year 2024 Cumulative conditions, the study intersections would continue to operate at an acceptable LOS.

The project is estimated to generate approximately 639 net new vehicle trips on a daily basis, 38 net fewer trips during the morning peak hour, and 15 net fewer trips during the PM peak hour.

Project-related traffic volumes were added to Opening Year 2024 Cumulative conditions to establish the conditions for the Opening Year 2024 Cumulative Plus Project scenario. With the addition of project traffic, the study intersections would continue to operate at an acceptable LOS.

Vehicular access provisions for the project site would be provided via one full-movement driveway on School Circle Drive and one left-in restricted driveway on Central Avenue. Both driveways would be unsignalized.

Exhibit 10 - Traffic Report
Riverside Raising Cane’s (820) - 2 - Kimley-Horn and Associates, Inc.

Traffic Study May 2023 The proposed project would provide a drive-through lane with two order boards. The drive-through would provide one entry lane that splits just before the dual order boards and continues as two side- by-side drive-through lanes to the pay and pick up window. The proposed project would provide a total drive-through queue length of approximately 510 feet, for a drive-through queueing capacity of 23 vehicles, assuming 22 feet per vehicle, from the beginning of the drive-through lanes to the pay and pick-up window.

Based on the drive-through queuing data, the peak observed queue was 17 vehicles. The proposed site would have a drive-through queuing capacity of 23 vehicles; therefore, the proposed capacity would be able to accommodate the expected peak demand.

Exhibit 10 - Traffic Report
Riverside Raising Cane’s (820) - 3 - Kimley-Horn and Associates, Inc.

Traffic Study May 2023 TRAFFIC STUDY
FOR THE PROPOSED
RAISING CANE’S (820) PROJECT
IN THE CITY OF RIVERSIDE

INTRODUCTION
Purpose and Study Objectives
This traffic study has been prepared to evaluate the project-related traffic effects associated with the proposed Raising Cane’s (Store #820) fast-food restaurant located at 4100 Central Avenue in the City of Riverside.

This study has been conducted in accordance with the traffic study requirements of the City of Riverside Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment (July 2020). This study includes an evaluation of project-related effects on the surrounding roadway system and a drive-through queuing analysis. Where necessary, circulation system improvements have been identified to address project-related deficiencies at the study locations.

Project Overview
The project site is located southwest of the intersection of Brockton Avenue at Central Avenue in the City of Riverside and is located west of State Route (SR-91). The project site is shown in its regional setting in Figure 1. The project site is currently occupied by an approximately 16,000-square-foot strip retail plaza. The project will involve demolition of the existing strip retail plaza and the construction of a 2,913-square-foot 1 Raising Cane’s restaurant building with a drive-through. The operating hours for walk-in and drive-through service will be from 9:00 am to 3:30 am Monday through Sunday. The project site plan and truck turn exhibits are provided in Figures 2A and 2B, respectively.

Vehicular access provisions for the project site would be provided via one full-movement driveway on School Circle Drive and one left-in restricted driveway on Central Avenue. Both driveways would be unsignalized. As a part of the project, long-term and short-term bicycle parking will be available to both employees and customers. Pedestrian access will be available from Central Avenue to the restaurant.

The proposed project would provide a drive-through lane with two order boards. The drive-through would provide one entry lane that splits just before the dual order boards and continues as two side- by-side drive-through lanes to the pay and pick up window. 1 The current Site Plan shows a smaller building square footage than what was previously analyzed (3,267 SF) in the Traffic Study. As a conservative approach, the square footage previously analyzed (3,267 SF) was used in the traffic analysis. As such, the results within the Traffic Study are likely more conservative than the actual proposed project.

Exhibit 10 - Traffic Report
Jurupa AvenueCentral AvenueArlington AvenuePalm Avenue
Riverside AvenueProjectSiteBrockton AvenueMagnolia Avenue CALIFORNIA91
SchoolCircleDrive
- 4 -
Exhibit 10 - Traffic Report
- 5 -
2nd Pay andPick-up LaneMenu/OrderBoardsOff-SiteEmployee/OverflowParking LotPedestrianPathMenu BoardEmployeeTablet OrderingStaging Area Exhibit 10 - Traffic Report
- 6 -
Exhibit 10 - Traffic Report
Riverside Raising Cane’s (820) - 7 - Kimley-Horn and Associates, Inc.

Traffic Study May 2023 ANALYSIS SCENARIOS AND METHODOLOGY
This Level of Service (LOS) analysis has been prepared in coordination with the City of Riverside and in accordance with the City of Riverside Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment (July 2020).

Analysis Scenarios
The project was evaluated for the following conditions:
· Existing Conditions
· Opening Year 2024 Cumulative
· Opening Year 2024 Cumulative Plus Project
Since Raising Cane’s is not open during the morning peak hour, the intersection analysis will be conducted for the evening peak hour only.

Intersection Analysis - HCM Methodology
Peak hour intersection operations at the existing signalized intersection and proposed unsignalized driveways were evaluated using the methods prescribed in the Highway Capacity Manual (HCM) 7th Edition, consistent with the City of Riverside T r a f f i c I m p a c t A n a l y s i s G u i d e l i n e s f o r V e h i c l e M i l e s Traveled and Level of Service Assessment (July 2020).

The intersection analysis for the proposed project has been accomplished using the VISTRO software program and using the specified input parameters outlined in the City of Riverside Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment (July 2020).

For signalized intersections, the HCM methodology estimates the average delay (in average seconds per vehicle) for each of the movements through the intersection, considering a number of factors, including number of lanes, volume of traffic, cycle length, and signal timing and phasing.

For unsignalized intersections, the HCM methodology analysis determines the average total delay for each vehicle making any movement from the stop-controlled minor street, as well as left turns from the major street. Delay values are calculated based on the relationship between traffic on the major street and the availability of acceptable gaps in the traffic stream through which conflicting traffic movements can be made.

The HCM delay forecast translates to a LOS designation, ranging from LOS A to LOS F. A summary description of each LOS and the corresponding delay is provided in the following charts.

Exhibit 10 - Traffic Report
Riverside Raising Cane’s (820) - 8 - Kimley-Horn and Associates, Inc.

Traffic Study May 2023 LEVEL OF SERVICE DEFINITIONS
Level of
Service Description
A
N o a p p r o a c h p h a s e i s f u l l y u t i l i z e d b y t r a f f i c a n d n o v e h i c l e w a i t s l o n g e r t h a n o n e r e d indication. Typically, the approach appears quite open, turns are made easily and nearly all drivers find freedom of operation.

B
This service level represents stable operation, where an occasional approach phase is fully u t i l i z ed , an d a s u b s t an t i al n u m b er ar e ap p r o ach i n g f u l l u s e. M an y d r i v er s b e g i n t o f e el restricted within platoons of vehicles.

C
This level still represents stable operat ing conditions. Occasion ally drivers may have to wait through more than one red signal indication, and backups may develop behind turning vehicles. Most drivers feel somewhat restricted but not objectionably so.

D
T h i s l e v e l e n c o m p a s s e s a z o n e o f i n c r e a s i n g r e s t r i c t i o n , a p p r o a c h i n g i n s t a b i l i t y a t t h e intersection. Delays to approaching vehicles may be substantial during short peaks within the peak period; however, enough cycles with lower demand occur to permit periodic clearance of developing queues, thus preventing excessive backups.

E
Capacity occurs at the upper end of this service level. It represents the most vehicles that any particular intersection approach can accommodate. Full utilization of every signal cycle is seldom attained no matter how great the demand.

F
This level describes forced flow operations at low speeds, where volumes exceed capacity.

These conditions usually result from queues of vehicles backing up from a restriction downstream. Speeds are reduced substantially, and stoppages may occur for short or long periods of time due to the congestion. In the extreme case, both speed and volume can drop to zero.

LEVEL OF SERVICE CRITERIA
FOR SIGNALIZED AND UNSIGNALIZED INTERSECTIONS
Level of
Service
Signalized Intersection
(Average delay per vehicle,
in seconds) 1
Unsignalized Intersections
(Average delay per vehicle,
in seconds) 2
A < 10 0 – 10
B > 10 – 20 > 10 – 15
C > 20 – 35 > 15 – 25
D > 35 – 55 > 25 – 35
E > 55 – 80 > 35 – 50
F > 80 > 50
1 Source: Highway Capacity Manual (HCM 7th Edition), Exhibit 19-8. 2 Source: Highway Capacity Manual (HCM 7th Edition), Exhibit 20-2.

Exhibit 10 - Traffic Report
Riverside Raising Cane’s (820) - 9 - Kimley-Horn and Associates, Inc.

Traffic Study May 2023 Level of Service Standards
The City of Riverside General Plan includes the following policies regarding minimum acceptable LOS:
a) LOS C is to be maintained at all street intersections b) LOS D is to be maintained at intersections of Collector or higher Classification. SeeGeneral Plan Policy CCM – 2.3
For projects that propose intensities above that contained in the General Plan:

Operational improvements are required when the addition of project related trips causes either peak hour LOS to degrade the acceptable (A through D) to unacceptable levels (E or F) or the peak hour delay to increase as follows:
· LOS A/B – By 10 seconds
· LOS C – By 8 seconds
· LOS D – By 5 seconds
· LOS E – By 2 seconds
· LOS F – By 1 second
Study Area
This traffic study includes documentation of existing conditions, future conditions, and identification of project-related deficiencies at the following study intersections:

1. School Circle Drive at Central Avenue

2. Brockton Avenue at Central Avenue

3. Magnolia Avenue at Central Avenue
D1. School Circle Drive at Project Driveway
D2. Central Avenue at Project Driveway
The study locations were established in consultation with City of Riverside staff through the Scoping Agreement process. A copy of the approved Scoping Agreement is provided inAppendix A.

AREA CONDITIONS
Existing Street System
Regional access to the site is provided primarily by State Route 91 (SR-91), located approximately 4,000 feet east of the project site. Local access to the project area is provided primarily via Central Avenue and School Circle Drive. Existing lane configurations and intersection controls at the study intersections are shown on Figure 3. The following provides a description of the roadways providing access to the project area.

Exhibit 10 - Traffic Report
CentralAvenue
Magnolia Avenue
SchoolCircle DriveBrockton Avenue
- 10 -

1. School Circle Dr atCentral AveD2. Central Ave atProject DrivewayFUTUREINTERSECTIONFUTUREINTERSECTION2. Brockton Ave atCentral Ave3. Magnolia Ave atCentral AveD1. School Circle Dr atProject Driveway LEGEND:= Turn or Through Lane= Signal= Stop Sign = Study Intersection Exhibit 10 - Traffic Report
Riverside Raising Cane’s (820) - 11 - Kimley-Horn and Associates, Inc.

Traffic Study May 2023 Central Avenue is an east-west roadway with two vehicle travel lanes and a bicycle lane in each direction within the project vicinity. The posted speed limit is 35 miles per hour (mph), and on-street parking is prohibited on both sides. In the City of Riverside General Plan, Central Avenue is designated as an 88-Foot Arterial west of Magnolia Avenue and as a 120-Foot Arterial east of Magnolia Avenue.

School Circle Drive is a north-south roadway with one lane in each direction. The posted speed limit is 25 mph, and on-street parking is generally permitted on both sides.

Brockton Avenue is a north-south roadway with one to two lanes in each direction within the project vicinity. The posted speed limit is 30 mph, and on-street parking is prohibited on both sides within the project vicinity. In the City of Riverside General Plan, Brockton Avenue is designated as an 88- Foot Arterial.

Magnolia Avenue is a north-south roadway with two vehicle travel lanes and a bicycle lane in each direction. The posted speed limit is 35 mph, and on-street parking is prohibited on both sides within the project vicinity. In the City of Riverside General Plan, Magnolia Avenue is generally designated as a 120-Foot Arterial.

Existing Transit Service
Transit service to the project area is provided by the Riverside Transit Agency (RTA), which serves Riverside County. The RTA bus stop closest to the project site is located approximately 250 feet east of the intersection of Magnolia Avenue and Central Avenue. A description of the bus routes serving the project area is provided below.

RTA Route 1 operates through the Cities of Riverside and Corona, traveling along Magnolia Avenue in the project vicinity. Route 1 operates weekdays from approximately 3:20 AM to 12:25 AM with approximately 30-minute headways, and on weekends from approximately 5:45 AM to 10:30 PM with approximately 30-minute headways.

RTA Route 10 operates through the City of Riverside, traveling along Central Avenue and Magnolia Avenue in the project vicinity. Route 10 operates weekdays from approximately 6:55 AM to 8:35 PM with approximately 90-minute headways, and on weekends from approximately 8:05 AM to 7:40 PM with approximately 90-minute headways.

RTA Route 13 operates through the City of Riverside, traveling along Central Avenue and Magnolia Avenue in the project vicinity. Route 13 operates weekdays from approximately 6:30 AM to 7:40 PM with approximately 60-minute headways, and on weekends from approximately 6:30 AM to 6:40 PM with approximately 60-minute headways.

Exhibit 10 - Traffic Report
Riverside Raising Cane’s (820) - 12 - Kimley-Horn and Associates, Inc.

Traffic Study May 2023 RTA Route 14 operates through the Cities of Riverside, Loma Linda, and Grand Terrace, traveling along Brockton Avenue and Magnolia Avenue in the project vicinity. Route 14 operates weekdays from approximately 4:55 AM to 8:55 PM with approximately 60-minute headways, and on weekends from approximately 8:00 AM to 6:30 PM with approximately 60-minute headways.

RTA Route 15 operates through the City of Riverside, traveling along Magnolia Avenue in the project vicinity. Route 15 operates weekdays from approximately 4:00 AM to 9:55 PM with approximately 30-minute headways, and on weekends from approximately 6:15 AM to 8:35 PM with approximately 60-minute headways.

RTA Route 20 operates through the Cities of Riverside and Moreno Valley, traveling along Central Avenue, Magnolia Avenue, and Brockton Avenue in the project vicinity. Route 20 operates weekdays from approximately 4:00 AM to 11:05 PM with approximately 1-hour headways, and on weekends from approximately 6:50 AM to 8:35 PM with approximately 1-hour headways.

EXISTING OPERATING CONDITIONS
Existing Traffic Volumes
Existing evening peak hour turning movement counts for the study intersections were collected in February 2023. Existing evening peak hour intersection volumes are presented on F ig ure 4. Peak hour intersection traffic count worksheets are provided in Appendix B.

Peak Hour Intersection Operations
Intersection Level of Service analysis was conducted for the PM peak hour using the analysis procedures and assumptions described previously in this report. The results of the intersection analysis for Existing Conditions are shown on Table 1.

Review of this table indicates the study intersections currently operate at an acceptable Level of Service. Intersection analysis worksheets are provided in Appendix C.

FUTURE CONDITIONS
Opening Year 2024 Cumulative
The project Opening Year is anticipated to be Year 2024. Based on consultation with City staff, an ambient annual growth rate of 2.0% per year to Opening Year 2024 was applied to existing traffic volumes. Cumulative Project traffic was also added to Opening Year 2024 volumes and is detailed on the next page.

Exhibit 10 - Traffic Report
CentralAvenue
Magnolia Avenue
SchoolCircle DriveBrockton Avenue
- 13 -
LEGEND:= Study Intersection= PM Peak Hour Turning Movement Volumes

1. School Circle Dr atCentral AveD2. Central Ave atProject DrivewayFUTUREINTERSECTIONFUTUREINTERSECTION2. Brockton Ave atCentral Ave3. Magnolia Ave atCentral AveD1. School Circle Dr atProject Driveway Exhibit 10 - Traffic Report
TABLE 1
SUMMARY OF INTERSECTION OPERATION
EXISTING CONDITIONS
Traffic PM Peak Hour
Int. # Intersection Control Delay LOS
1 School Circle Drive at Central Avenue U 21.5 C
2 Brockton Avenue at Central Avenue S 12.7 B
3 Magnolia Avenue at Central Avenue S 31.1 C
Notes:
- Bold values indicate intersections operating at an unacceptable Level of Service - Delay values for unsignalized intersections represent the average vehicle delay on the worst (highest delay) intersection approach.

S = Signalized
U = Unsignalized
Riverside Raising Cane's (820)
Traffic Study
- 14 - Kimley-Horn and Associates, Inc.

May 2023
Exhibit 10 - Traffic Report
Riverside Raising Cane’s (820) - 15 - Kimley-Horn and Associates, Inc.

Traffic Study May 2023 Cumulative Projects
I n a d d i t i o n t o a m b i e n t g r o w t h , C u m u l a t i v e P r o j e c t t r a f f i c v o l u m e s a r e a d d e d t o e x i s t i n g t r a f f i c volumes. Information regarding cumulative projects in the area was provided by the City of Riverside.

Cumulative Projects consist of development projects that have been approved but are not yet constructed/occupied, and projects that are in various stages of the application and approval process but have not yet been approved. A summary of Cumulative Projects in the project vicinity and the trip generation associated with each is provided onTable 2. The locations of the Cumulative Projects are shown on Figure 5.

Trip generation information for the Cumulative Projects was obtained from approved traffic studies, where available; or was developed by Kimley-Horn if approved traffic studies were not available.

Likewise, trip distribution and assignment for the Cumulative Projects were either obtained from approved traffic studies, where available; or were developed by Kimley-Horn if approved traffic studies were not available. Project information and trip distribution assumptions for Cumulative Projects are provided in Appendix D. Traffic volumes associated with Cumulative Projects were compiled for each of the study intersections and are shown on Figure 6.

The ambient growth and the project-related traffic volumes from the Cumulative Projects were added to the Existing peak hour volumes to develop Opening Year 2024 Cumulative traffic forecasts.

The resulting traffic volumes are shown on Figure 7.

Peak Hour Intersection Operations
Intersection Level of Service analysis was conducted for the evening peak hour using the analysis procedures and assumptions described previously in this report. The results of the intersection analysis for Opening Year 2024 Cumulative conditions are shown onTable 3. Copies of Opening Year 2024 Cumulative intersection analysis worksheets are provided in Appendix C.

Review of this table indicates that all study intersections would continue to operate at an acceptable Level of Service.

Exhibit 10 - Traffic Report
TABLE 2
SUMMARY OF CUMULATIVE PROJECTS TRIP GENERATION
Trip Generation Estimates
PM Peak Hour
Project # Location Land Use Quantity Unit Daily In Out Total 1 4704 Jurupa Avenue Multifamily Housing (Low-Rise) 27 DU 182 9 5 14 2 6186 Magnolia Avenue Multifamily Housing (Low-Rise) 34 DU 229 11 6 17 3 NEC Dominion Avenue and McMahon Street Senior Adult Housing-Multifamily 117 Occ. DU 379 18 12 30 4 6488 Riverside Avenue Senior Adult Housing-Multifamily 16 Occ. DU 52 2 2 4 5 3763 Tibbetts Street Medical-Dental Office Building 2.500 KSF 90 3 7 10 6 7188 Magnolia Avenue Church 7.054 KSF 54 2 2 4
7 7410 Mt. Vernon Avenue Multifamily Housing (Low-Rise) 6 DU 40 2 1 3 Total Project Trips 844 47 35 82
KSF = Thousand Square Feet, DU = Dwelling Units
Riverside Raising Cane's (820)
Traffic Study
- 16 - Kimley-Horn and Associates, Inc.

May 2023
Exhibit 10 - Traffic Report
Jurupa AvenueCentral AvenueArlington AvenuePalm Avenue
Madison Street
Riverside AvenueBrockton Avenue
McMahonStreet
CALIFORNIA91ProjectSiteMagnoliaAvenueSchoolCircleDriveIndiana Avenue- 17 -LEGEND:= Cumulative Project Exhibit 10 - Traffic Report
CentralAvenue
Magnolia Avenue
SchoolCircle DriveBrockton Avenue
- 18 -
LEGEND:= Study Intersection= PM Peak Hour Turning Movement Volumes

1. School Circle Dr atCentral AveD2. Central Ave atProject Driveway2. Brockton Ave atCentral Ave3. Magnolia Ave atCentral AveD1. School Circle Dr atProject Driveway Exhibit 10 - Traffic Report
CentralAvenue
Magnolia Avenue
SchoolCircle DriveBrockton Avenue
- 19 -
LEGEND:= Study Intersection= PM Peak Hour Turning Movement Volumes

1. School Circle Dr atCentral AveD2. Central Ave atProject Driveway2. Brockton Ave atCentral Ave3. Magnolia Ave atCentral AveD1. School Circle Dr atProject Driveway Exhibit 10 - Traffic Report
TABLE 3
SUMMARY OF INTERSECTION OPERATION
OPENING YEAR 2024 CUMULATIVE
Traffic PM Peak Hour
Int. # Intersection Control Delay LOS
1 School Circle Drive at Central Avenue U 22.4 C
2 Brockton Avenue at Central Avenue S 12.8 B
3 Magnolia Avenue at Central Avenue S 31.3 C
Notes:
- Bold values indicate intersections operating at an unacceptable Level of Service - Delay values for unsignalized intersections represent the average vehicle delay on the worst (highest delay) intersection approach.

S = Signalized
U = Unsignalized
Riverside Raising Cane's (820)
Traffic Study
- 20 - Kimley-Horn and Associates, Inc.

May 2023
Exhibit 10 - Traffic Report
Riverside Raising Cane’s (820) - 21 - Kimley-Horn and Associates, Inc.

Traffic Study May 2023 PROJECT TRAFFIC
Trip Generation
Trip generation estimates for the existing and proposed uses are based on the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition) average rates for Strip Retail Plaza (<40k) (ITE Land Use 822) and Fast-food Restaurant with Drive-through (ITE Land Use 934).

Pass-by reduction factors were applied to applicable uses based on the ITE Trip Generation Manual (11th Edition).

The trip generation rates, and the resulting trip generation estimates for the proposed Raising Cane’s (820) project are summarized on Table 4. After applying existing use credits and pass-by reduction factors, the project is estimated to generate approximately 639 net new vehicle trips on a daily basis, 38 net fewer trips during the morning peak hour, and 15 net fewer trips during the PM peak hour. As a conservative approach, existing use credits were not applied in the “Plus Project” analysis scenarios.

It should be noted that the current Site Plan shows a smaller building square footage than what was previously analyzed (3,267 SF) in the Traffic Study. As a conservative approach, the square footage previously analyzed (3,267 SF) was used in the traffic analysis. As such, the results within the Traffic Study are likely more conservative than the actual proposed project.

Trip Distribution and Assignment
Trip distribution assumptions for the project were based on the proposed site use and proximity to regional and local roadways and existing travel patterns. Trip distribution percentages at each study intersection were applied to the project trip generation to determine the project trips through each intersection. The project trip distribution and resulting project-related peak hour trips to be added to the surrounding street system are shown on Figure 8.

FUTURE CONDITIONS PLUS PROJECT
Opening Year 2024 Cumulative Plus Project
Project-related traffic was added to the Opening Year 2024 Cumulative traffic volumes. Opening Year 2024 Cumulative Plus Project traffic volumes at the study intersections are shown on Figure 9.

Peak Hour Intersection Operations
Intersection Level of Service Analysis was conducted for the PM peak hour for the Opening Year 2024 Cumulative Plus Project condition. The scenario results of the intersection analysis are shown on Table 5. Review of this table indicates the study intersection would continue to operate at an acceptable Level of Service.

Exhibit 10 - Traffic Report
TABLE 4
SUMMARY OF PROJECT TRIP GENERATION
RIVERSIDE RAISING CANE'S (820)
Trip Generation Rates 1
ITE AM Peak Hour 2 PM Peak Hour
Land Use Code Unit Daily In Out Total In Out Total
Strip Retail Plaza (<40k) 822 KSF 54.450 0.322 0.198 0.520 3.295 3.295 6.590 Fast-Food Restaurant w/ Drive-thru 934 KSF 467.480 22.751 21.859 44.610 17.176 15.854 33.030 Trip Generation Estimates
AM Peak Hour PM Peak Hour
Land Use Quantity Unit Daily In Out Total In Out Total
Strip Retail Plaza (<40k) 16.000 KSF 871 23 15 38 53 53 106 Pass-by Trips (40% PM) 1 - 40% -42 0 0 0 -21 -21 -42
Total Existing Trips 829 23 15 38 32 32 64
Fast-Food Restaurant w/ Drive-thru 3.267 KSF 1,527 - - - 56 52 108 Pass-by Trips (55% PM) 1 - 55% -59 - - - -31 -29 -59
Total Net Trips for Proposed Conditions 1,468 - - - 25 23 49 Net Difference (Proposed Minus Existing) 639 -23 -15 -38 -7 -8 -15 EXISTING USE
PROPOSED USE
1 Source: Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition 2 Raising Cane's is not open during the AM Peak Hour (Hours of Operation 9:00 AM to 3:30 AM) 3 The pass-by rate is based on the average pass-by rate for ITE Land Use Code 934 (Fast-Food Restaurant w/ Drive-thru) in the ITE Trip Generation Manual, 11th Edition
Riverside Raising Cane's (820)
Traffic Study
- 22 - Kimley-Horn and Associates, Inc.

May 2023
Exhibit 10 - Traffic Report
CentralAvenue
Magnolia Avenue
SchoolCircle DriveBrockton Avenue
- 23 -

1. School Circle Dr atCentral AveD2. Central Ave atProject Driveway2. Brockton Ave atCentral Ave3. Magnolia Ave atCentral AveD1. School Circle Dr atProject Driveway = Trip Distribution PercentageInbound (Outbound)LEGEND:= Study Intersection= Project Trip Distribution Exhibit 10 - Traffic Report
CentralAvenue
Magnolia Avenue
SchoolCircle DriveBrockton Avenue
- 24 -

1. School Circle Dr atCentral AveD2. Central Ave atProject Driveway2. Brockton Ave atCentral Ave3. Magnolia Ave atCentral AveD1. School Circle Dr atProject Driveway = Pass-By Distribution PercentageInbound (Outbound)LEGEND:= Study Intersection= Pass-by Trip Distribution*Negative percentages indicate pass-by traffic being rerouted into the project site.

Exhibit 10 - Traffic Report
CentralAvenue
Magnolia Avenue
SchoolCircle DriveBrockton Avenue
- 25 -

1. School Circle Dr atCentral AveD2. Central Ave atProject Driveway2. Brockton Ave atCentral Ave3. Magnolia Ave atCentral AveD1. School Circle Dr atProject Driveway = PM Peak Hour Turning Movement Volumes LEGEND:= Study Intersection= Project Trip Distribution= Pass-By Trip Distribution*Negative trips indicate pass-by traffic being rerouted into the project site.

Exhibit 10 - Traffic Report
CentralAvenue
Magnolia Avenue
SchoolCircle DriveBrockton Avenue
- 26 -
LEGEND:= Study Intersection= PM Peak Hour Turning Movement Volumes

1. School Circle Dr atCentral AveD2. Central Ave atProject Driveway2. Brockton Ave atCentral Ave3. Magnolia Ave atCentral AveD1. School Circle Dr atProject Driveway Exhibit 10 - Traffic Report
PM Peak Hour
Int. # Intersection Traffic
Control Delay LOS Delay LOS
1 School Circle Drive at Central Avenue U 22.4 C 27.5 D 5.1 No 2 Brockton Avenue at Central Avenue S 12.8 B 12.8 B 0.0 No 3 Magnolia Avenue at Central Avenue S 31.3 C 31.4 C 0.1 No D1 School Circle Drive at Project Driveway U - - 8.6 A - - D2 Central Avenue at Project Driveway U - - 21.9 C - -
- Delay values for unsignalized intersections represent the average vehicle delay on the worst (highest delay) intersection approach.

S = Signalized
U = Unsignalized
TABLE 5
SUMMARY OF INTERSECTION OPERATION
OPENING YEAR 2024 CUMULATIVE PLUS PROJECT
Without Project With Project
Change
in Delay
Project-
Related
Effect?
Notes:
- Bold values indicate intersections operating at an unacceptable Level of Service Riverside Raising Cane's (820)
Traffic Study
- 27 - Kimley-Horn and Associates, Inc.

May 2023
Exhibit 10 - Traffic Report
Riverside Raising Cane’s (820) - 28 - Kimley-Horn and Associates, Inc.

Traffic Study May 2023 RECOMMENDED IMPROVEMENTS
Based on the LOS standards and requirements for improvements noted earlier in the report, no improvements are required for the project.

SITE ACCESS AND CIRCULATION
Direct vehicular access provisions for the project site would be provided via one full-movement driveway on School Circle Drive and one left-in restricted driveway on Central Avenue. Both driveways would be unsignalized. Parking is accessed from the internal drive aisles. Vehicles have room to maneuver in and out of parking stalls and circulate internally to the site parking. The drive- through entrance and exit are separated from the parking aisle to eliminate potential drive-through queue impacts from blocking parking. Additionally, an off-site parking lot to the southwest of the site is available for employee parking and any overflow parking that may occur on the site, although parking is not anticipated to be an issue.

STORAGE CAPACITY AT LEFT-TURN POCKETS
Queue lengths were assessed at the following left-turn pockets:
· School Circle Drive at Central Avenue
o Northbound Left Turn
o Westbound Left Turn
· Brockton Avenue at Central Avenue
o Eastbound Left Turn
· Magnolia Avenue at Central Avenue
o Northbound Left Turn
o Eastbound Left Turn
· School Circle Drive at Project Driveway
o Southbound Left Turn
· Central Avenue at Project Driveway
o Northbound Left Turn
A summary of the left-turn pocket storage capacity, as well as 50th and 95th percentile queue lengths at the location noted above are summarized on Table 6. The table shows that all left-turn pockets would have enough storage capacity for 95 th percentile queues under all scenarios, except for the following:
· Magnolia Avenue at Central Avenue
o Northbound Left Turn

Exhibit 10 - Traffic Report
TABLE 6
SUMMARY OF LEFT-TURN POCKET STORAGE CAPACITY
RIVERSIDE RAISING CANE'S (820)
50th
Percentile
95th
Percentile
50th
Percentile
95th
Percentile
50th
Percentile
95th
Percentile
NBL 50 PM N/A1 3 N/A1 3 N/A1 13
WBL 120 PM N/A1 3 N/A1 3 N/A1 6
Brockton Avenue at Central
Avenue EBL 100 PM 23 42 24 43 24 45
NBL 115 PM 112 199 115 203 117 206
EBL 40 PM 53 95 2 56 100 2 57 103 2
School Circle Drive at Project
Driveway SBL 20 PM - - - - N/A1 1
Central Avenue at Project
Driveway NBL 20 PM - - - - N/A1 5
2 There is additional existing storage capacity west of the intersection of Brockton Avenue at Central Avenue (100 ft) that would provide a total capacity of 140 ft and would accommodate the 95th percentile queue
1 50th percentile queue not reported for unsignalized intersections Peak HourIntersection Movement
Existing Opening Year 2024
Cumulative Plus Project
Opening Year 2024
Cumulative
Queue Length (ft/ln)
Storage
Capacity
(ft/ln)
School Circle Drive at Central
Avenue
Magnolia Avenue at Central
Avenue
Notes:
- Bold values indicate left-turn pocket storage capacity exceeding existing capacity Riverside Raising Cane's (820)
Traffic Study
- 29 - Kimley-Horn and Associates, Inc.

May 2023
Exhibit 10 - Traffic Report
Riverside Raising Cane’s (820) - 30 - Kimley-Horn and Associates, Inc.

Traffic Study May 2023 The results of the queuing analysis show that the northbound and eastbound left-turn pocket storage capacity at the intersection of Magnolia Avenue at Central Avenue is already exceeding its capacity without the addition of project traffic and the project would add less than 25 feet (one car length).

Therefore, the project would not cause a project-related effect at the noted left-turn pocket.

The left-turn pocket queue lengths are provided in the intersection analysis worksheets inAppendix C of this report.

DRIVE-THROUGH QUEUING ANALYSIS
A drive-through (DT) queuing analysis was conducted for the proposed project, to evaluate the adequacy of the drive-through lane queuing capacity.

The opening to the drive-through lane would be located at the southwestern corner of the proposed building, and the drive-through lane would wrap around the south side of the building in a counter- clockwise direction. The drive-through would provide one entry lane that splits into two lanes just before the dual order boards, which would allow Raising Cane’s to take orders from two customers at the same time. After the order boards, the two lanes would continue as dual drive-through lanes pay and pick-up window.

There will be approximately 265 feet of total queuing capacity from the drive-through entrance to the two order boards and approximately 245 feet from the order boards to the pick-up window. This would provide a total drive-through queue length of approximately 510 feet, for a drive-through queueing capacity of 23 vehicles, assuming 22 feet per vehicle, from the beginning of the drive- through lanes to the pay and pick-up window.

Per the City of Riverside Municipal Code (19.475.040) “Restaurants shall maintain drive-through lanes that are a minimum of 180 feet in length to provide on-site storage for a minimum of ten vehicle spaces as measured from the forward most drive-through window to the entrance of the queuing space.” As noted above, the project would provide 510 feet of queuing capacity therefore meeting the City’s requirement.

Queuing Data Collection
Drive-through queuing observations and counts were conducted at the following existing drive- through Raising Cane’s sites:
· City of Laguna Hills: 23971 El Toro Road (~2,800 SF; DT Lane Capacity: 8 vehicles) · City of Orange: 2249 North Tustin Street (~4,600 SF; DT Lane Capacity: 8 vehicles) · City of Riverside: 11066 Magnolia Avenue (~4,700 SF; DT Lane Capacity: 11 vehicles) These sites do not have dual side-by-side drive-through lanes or dual order boards.

Exhibit 10 - Traffic Report
Riverside Raising Cane’s (820) - 31 - Kimley-Horn and Associates, Inc.

Traffic Study May 2023 These sites were selected for queuing data collection because of the following site characteristics that are similar to the proposed project:
· A Raising Cane’s restaurant with a drive-through lane · Located in Southern California
· Located adjacent to or within a large commercial center Raising Cane’s is open from 9:00 AM to 3:30 AM. As such, the drive-through activity was observed during the following times for the Raising Cane’s sites on a typical weekday and Saturday during the lunch and dinner-time peak periods:
· Laguna Hills Site:
o 11:00 AM – 2:00 PM (lunch-time)
o 4:00 PM – 7:00 PM (commute peak hour/dinner-time)
· Orange Site:
o 12:00 PM – 2:30 PM (lunch-time)
o 7:00 PM – 9:30 PM (dinner-time)
· Riverside Site:
o 11:00 AM – 2:00 PM (lunch-time)
o 4:00 PM – 7:00 PM (commute peak hour/dinner-time)
A copy of the queuing data collection worksheets is provided in Appendix E.

The results of the observations are summarized in T a b l e s 7 a n d 8 for a typical weekday and Saturday, respectively. The data summaries in Tables 7 and 8 present the number of vehicles in the drive-through lane, broken down into 15-minute periods, based on the observed average queue, 85th percentile queue, and the peak queue for each of the data collection periods.

Queuing Observations
The queuing activity was observed to vary with an ebb and flow pattern throughout the data collection periods. The following vehicle movement and queuing observations of the drive-through operations at the study locations were made:

Laguna Hills Site
· The peak 15 minutes during the weekday lunch-time peak was from 12:15 PM to 12:30 PM, with an average queue of 9 vehicles and a peak queue of 15 vehicles.

Exhibit 10 - Traffic Report
Riverside Raising Cane’s (820) - 32 - Kimley-Horn and Associates, Inc.

Traffic Study May 2023 · The peak 15 minutes during the weekday dinner-time peak was from 6:45 PM to 7:00 PM, with an average queue of 13 vehicles and a peak queue of 14 vehicles. · The peak 15 minutes during the Saturday lunch-time peak was from 1:00 PM to 1:15 PM, with an average queue of 8 vehicles and a peak queue of 14 vehicles. · The peak 15 minutes during the Saturday dinner-time peak was from 6:15 PM to 6:30 PM, with an average queue of 9 vehicles and a peak queue of 13 vehicles.

Orange Site
· The peak 15 minutes during the weekday lunch-time peak was from 12:45 PM to 1:00 PM, with an average queue of 10 vehicles and a peak queue of 16 vehicles. · The peak 15 minutes during the weekday dinner-time peak was from 7:15 PM to 7:30 PM, with an average queue of 12 vehicles and a peak queue of 14 vehicles. · The peak 15 minutes during the Saturday lunch-time peak was from 1:00 PM to 1:15 PM, with an average queue of 11 vehicles and a peak queue of 13 vehicles. · The peak 15 minutes during the Saturday dinner-time peak was from 8:45 PM to 9:00 PM, with an average queue of 15 vehicles and a peak queue of 17 vehicles.

Riverside Site
· The peak 15 minutes during the weekday lunch-time peak was from 12:30 PM to 12:45 PM, with an average queue of 8 vehicles and a peak queue of 12 vehicles. · The peak 15 minutes during the weekday dinner-time peak was from 6:00 PM to 6:15 PM, with an average queue of 7 vehicles and a peak queue of 11 vehicles. · The peak 15 minutes during the Saturday lunch-time peak was from 1:30 PM to 1:45 PM, with an average queue of 10 vehicles and a peak queue of 12 vehicles. · The peak 15 minutes during the Saturday dinner-time peak was from 6:45 PM to 7:00 PM, with an average queue of 8 vehicles and a peak queue of 11 vehicles.

General Observations
· At the Raising Cane’s sites, spillovers outside the drive-through lane opening were observed to occur occasionally and to last briefly.

Exhibit 10 - Traffic Report
Riverside Raising Cane’s (820) - 33 - Kimley-Horn and Associates, Inc.

Traffic Study May 2023 · On occasion, the spillover outside the drive-through lane was due to a delay at the order board, rather than a lack of capacity in the drive-through lane itself. A more-than-average delay at the order board (i.e., due to a large order, or indecisiveness on the part of the customer) would briefly hold up the movement of the queue, sometimes causing the remainder of the queue to extend beyond the drive-through lane opening. When the vehicle at the order board finished the ordering process and pulled forward, the remaining cars in the queue would once again move through the order and pick-up process at the normal pace, and the gap between the order board and the pick-up window would fill in. · Some customers were observed to pull into the site; evaluate the wait time, based on the vehicle queue; and choose to park and go into the building, rather than join the existing queue. · Based on the drive-through queuing data, the peak observed queue was 17 vehicles. The proposed site would have a drive-through queuing capacity of 23 vehicles; therefore, the proposed capacity would be able to accommodate the expected peak demand. · It should be noted that there is an additional 90 feet (4 vehicles) of on-site queuing capacity from the drive-through entrance to the first parking stall.

Drive-through Queue Length Calculation
To supplement the empirical data collected at the existing Raising Cane’s restaurants in Laguna Hills, Orange, and Riverside, the drive-through queuing capacity was also analyzed using queuing analysis formulas published in the Institute of Transportation Engineers (ITE) Transportation Planning Handbook, 3rd Edition.

Raising Cane’s typical service time in the drive-through is 2-1/2 minutes from the order board to the pick-up window, with subsequent vehicles being processed at the pick-up window every 35 to 40 seconds during the peak drive-through periods.

Assuming the more conservative processing time of 40 seconds, and applying the ITE queuing formulas, the analysis indicates that the average queue length is estimated to be 5 vehicles, and the probability of the queue exceeding 23 vehicles is estimated to be 2.06%. The queuing calculation worksheet and formulas are provided as Appendix D of this report.

The ITE queuing analysis assumes a single-lane drive-through. The occurrence of the drive-through queue extending beyond the opening of the drive-through lane is expected to be an infrequent occurrence, and of short duration.

The use of dual side-by-side drive-through lanes with dual order boards would improve the service rate, which would lower the number of vehicles queuing in the drive-through, as described later in the study.

Exhibit 10 - Traffic Report
Laguna Hills Orange Riverside Laguna Hills Orange Riverside Laguna Hills Orange Riverside Lunch
11:00-11:15 AM 1.5 1.7 2.7 3.0 3 4
11:15-11:30 AM 1.7 3.1 2.0 5.0 3 6
11:30-11:45 AM 2.6 1.1 4.0 2.0 5 2
11:45-12:00 PM 4.1 3.0 7.2 4.0 11 5
12:00-12:15 PM 3.9 5.6 5.4 7.0 7.0 7.0 9 14 8
12:15-12:30 PM 9.0 6.6 4.9 13.0 8.0 7.9 15 13 9
12:30-12:45 PM 10.6 7.0 7.8 12.8 9.0 9.9 13 10 12
12:45-1:00 PM 7.0 9.7 5.6 9.0 13.0 6.9 9 16 7
1:00-1:15 PM 5.2 9.0 5.2 7.0 11.0 7.0 8 13 8
1:15-1:30 PM 5.8 6.6 6.6 8.0 9.0 9.0 10 11 10
1:30-1:45 PM 2.8 3.9 4.5 5.0 5.0 7.0 6 7 9
1:45-2:00 PM 3.5 3.6 5.0 4.5 5.0 6.0 6 6 7
2:00-2:15 PM 3.6 5.0 5
2:15-2:30 PM 2.9 5.0 6
Highest Value 10.6 9.7 7.8 13.0 13.0 9.9 15 16 12
Dinner
4:00-4:15 PM 5.6 3.5 7.0 5.0 8 6
4:15-4:30 PM 6.2 2.0 8.0 3.0 9 4
4:30-4:45 PM 5.9 3.8 7.0 6.0 9 7
4:45-5:00 PM 5.5 6.2 7.0 9.0 9 10
5:00-5:15 PM 5.4 2.2 7.0 4.9 8 6
5:15-5:30 PM 5.8 3.6 7.0 6.0 9 8
5:30-5:45 PM 7.1 5.3 8.0 8.9 10 10
5:45-6:00 PM 10.9 2.7 12.0 4.0 13 6
6:00-6:15 PM 8.6 6.7 10.4 9.0 11 11
6:15-6:30 PM 10.8 6.3 12.0 7.9 13 9
6:30-6:45 PM 11.1 4.5 12.5 6.9 14 8
6:45-7:00 PM 12.8 3.1 14.0 4.0 14 5
7:00-7:15 PM 11.0 12.0 14
7:15-7:30 PM 11.5 13.0 14
7:30-7:45 PM 8.6 10.0 12
7:45-8:00 PM 8.3 10.0 12
8:00-8:15 PM 9.4 11.0 13
8:15-8:30 PM 8.5 11.0 12
8:30-8:45 PM 6.4 9.0 10
8:45-9:00 PM 5.2 7.0 8
9:00-9:15 PM 6.4 8.1 10
9:15-9:30 PM 7.5 9.3 12
Highest Value 12.8 11.5 6.7 14.0 13.0 9.0 14 14 11
Notes: ¹ 85th percentile = The queue will be less than the queue shown 85% of the time.

TABLE 7
SUMMARY OF DRIVE-THROUGH QUEUING DATA COLLECTION
RAISING CANE'S - TYPICAL WEEKDAY
AVERAGE, 85TH PERCENTILE, AND PEAK QUEUES
Number of Drive-through Vehicles in the Queue
Peak QueueTime Period Average Queue 85th %-ile ¹ Queue
Riverside Raising Cane's (820)
Traffic Study
- 34 - Kimley-Horn and Associates, Inc.

May 2023
Exhibit 10 - Traffic Report
Laguna Hills Orange Riverside Laguna Hills Orange Riverside Laguna Hills Orange Riverside Lunch
11:00-11:15 AM 3.0 2.3 4.3 5.8 5 6
11:15-11:30 AM 1.8 2.3 3.0 5.8 4 6
11:30-11:45 AM 5.3 4.9 8.0 6.0 12 9
11:45-12:00 PM 7.5 1.9 10.0 3.9 12 5
12:00-12:15 PM 4.7 5.5 8.0 5.0 8.0 10.0 6 9 11
12:15-12:30 PM 4.1 6.8 4.9 5.0 8.7 6.9 6 10 8
12:30-12:45 PM 8.2 5.8 6.7 12.0 7.1 7.9 13 9 9
12:45-1:00 PM 9.3 6.8 7.9 11.0 8.0 9.0 12 9 12
1:00-1:15 PM 7.2 10.4 8.6 9.0 12.0 9.9 14 13 11
1:15-1:30 PM 7.3 9.4 8.1 9.0 12.0 9.9 10 13 12
1:30-1:45 PM 6.9 8.5 9.5 9.0 11.0 10.0 10 13 12
1:45-2:00 PM 7.3 3.9 8.0 8.8 5.4 9.0 10 6 10
2:00-2:15 PM 5.0 7.0 8
2:15-2:30 PM 6.4 8.0 10
Highest Value 9.3 10.4 9.5 12.0 12.0 10.0 14 13 12
Dinner
4:00-4:15 PM 6.2 5.8 8.5 8.9 11 10
4:15-4:30 PM 4.5 7.1 5.1 8.9 6 11
4:30-4:45 PM 2.0 4.9 3.0 6.0 4 9
4:45-5:00 PM 5.2 3.9 6.0 6.0 8 7
5:00-5:15 PM 5.6 4.7 7.0 7.0 9 8
5:15-5:30 PM 10.0 4.2 12.0 5.0 12 6
5:30-5:45 PM 6.1 3.7 7.3 5.0 11 6
5:45-6:00 PM 7.3 2.1 11.3 3.0 13 4
6:00-6:15 PM 8.7 2.9 11.0 6.0 12 7
6:15-6:30 PM 8.6 2.8 11.0 4.8 13 6
6:30-6:45 PM 6.0 7.2 7.3 9.0 10 10
6:45-7:00 PM 4.7 7.8 7.0 9.0 8 11
7:00-7:15 PM 9.2 10.5 13
7:15-7:30 PM 11.6 13.0 13
7:30-7:45 PM 10.8 13.0 16
7:45-8:00 PM 4.2 6.0 11
8:00-8:15 PM 5.4 8.0 10
8:15-8:30 PM 8.9 11.0 12
8:30-8:45 PM 8.8 11.0 13
8:45-9:00 PM 15.0 17.0 17
9:00-9:15 PM 12.4 16.0 17
9:15-9:30 PM 9.3 11.4 15
Highest Value 10.0 15.0 7.8 12.0 17.0 9.0 13 17 11
Notes: ¹ 85th percentile = The queue will be less than the queue shown 85% of the time.

TABLE 8
SUMMARY OF DRIVE-THROUGH QUEUING DATA COLLECTION
RAISING CANE'S - SATURDAY
AVERAGE, 85TH PERCENTILE, AND PEAK QUEUES
Number of Drive-through Vehicles in the Queue
Peak QueueTime Period Average Queue 85th %-ile ¹ Queue
Riverside Raising Cane's (820)
Traffic Study
- 35 - Kimley-Horn and Associates, Inc.

May 2023
Exhibit 10 - Traffic Report
Riverside Raising Cane’s (820) - 36 - Kimley-Horn and Associates, Inc.

Traffic Study May 2023 Side-by-Side Operational Features
The proposed side-by-side configuration would begin with two drive-through lanes at the southwestern corner of the building. Each drive-through lane would have its own order board. After the order boards, the two lanes would merge back into one lane for the pay and pick-up window.

While regular customers who are familiar with the menu choices typically would complete the order part of the process in less than the average time, infrequent or new customers are more likely to dwell at the menu board before making their choices, slowing down the process for everyone behind them. As a result, the order board is considered to be the most significant bottleneck in the drive- through process.

The side-by-side ordering configuration, as proposed by Raising Cane’s, would provide two lanes with a separate order board for each lane. This will increase the number of customers processed through the order board portion of the drive-through, and “keep the line moving” even if one customer takes a longer-than-average time to make their menu selections, allowing the restaurant to continue to take and complete orders from the other order lane. The newest customer to arrive at the drive-through entrance will naturally choose the empty lane or the shorter line, so that one customer who takes a longer time to order at one order board can be by-passed, thereby not holding up the entire drive-through line.

With the added efficiency of having two order boards and the ability to by-pass customers taking a longer-than-average time to order at the other order board, the service rate would increase, compared to a single order board, as more orders can be processed. The cooks would receive the orders at a more efficient rate, which allows them to continue cooking the food, rather than waiting for the slower customer to finish ordering.

Because of added efficiency in the cooking area, the efficiency at the pick-up window would increase, compared to a single drive-through lane, because the food would be processed by the cooking area at a more efficient rate.

Other Unique Features

Raising Cane’s also implements hand-held ordering which involves an employee using a hand-held tablet to take orders and payments in the line ahead of the order window. Hand-held ordering would be deployed once the queue exceeds 3 cars behind the order board. Hand-held ordering can be executed with three to five employees during the peak time periods. Employees will “leapfrog” one another in the drive-through lane, allowing orders to come in twice as fast. Hand-held ordering ensures accuracy of orders, allows more time for the kitchen to prepare the order prior to the customer reaching the pick-up window, and removes the payment process at the window. This in t u r n d e c r e a s e s t h e a m o u n t o f t i m e c u s t o m e r s s p e n d a t t h e p a y m e n t a n d p i c k - u p w i n d o w s a n d increases the number of customers that can be processed in the drive-through line.

Exhibit 10 - Traffic Report
Riverside Raising Cane’s (820) - 37 - Kimley-Horn and Associates, Inc.

Traffic Study May 2023 In addition, Raising Cane’s installs an extensive security camera system that is also used for operations, which provides a mechanism to trigger the hand-held ordering deployment, as well as to trigger when meals need to start being prepped to get ahead of drive-through processing times.

VEHICLE MILES TRAVELED (VMT) ANALYSIS
Senate Bill (SB) 743 was approved by the California legislature in September 2013, requiring changes to the California Environmental Quality Act (CEQA) methodology, specifically directing the Governor’s Office of Planning and Research (OPR) to develop alternative metrics to the use of vehicular “level of service” (LOS) for evaluating transportation projects. OPR published the Technical Advisory on Evaluating Transportation Impacts in CEQA (Technical Advisory) in December 2018 providing recommendations for the preparation of transportation impact analysis under SB 743, suggesting Vehicle Miles Traveled (VMT) to replace LOS as the primary measure of transportation impacts.

Some project types have been identified as having the presumption of a less-than-significant impact, including local-serving retail uses less than 50,000 square feet. The proposed 2,913-square-foot fast- food restaurant with drive-through is less than 50,000 SF and is not anticipated to lead to longer local trips, thus reducing or maintaining regional VMT. Additionally, Raising Cane’s restaurants get involved in the communities in which they are located through fundraisers and hiring local employees. As more Raising Cane’s are anticipated in the coming years, the proposed Raising Cane’s (820) will have more localized patrons. As such, the project may be presumed to create a less-than- significant transportation impact.

Exhibit 10 - Traffic Report

APPENDIX A

APPROVED SCOPING AGREEMENT
Exhibit 10 - Traffic Report
Riverside Raising Cane's
4100 Central Avenue; Southwest Corner (SWC) of Central Ave & Magnolia Ave, Riverside, CA 92506 2023
3,267 gross square feet (SF) Raising Cane's fast-food restaurant Kimley-Horn and Associates, Inc.
3880 Lemon Street, Suite 420
Riverside, CA 92501
(951) 543-9869
Raising Cane's
6800 Bishop Road
Plano, TX 75024
(805) 637-6670
PR - 2022-001326 (RZ, CUP, DR)
01/26/2023
Exhibit 10 - Traffic Report
ITE Trip Generation Manual, 11th Edition (See Attachment A) Commercial General
MU-V - Mixed Use-Village
MU-V - Mixed Use-Village
X
X
55 (PM)
X
23 15 38 - - - 32 32 64 25 23 49 Commercial Retail
Exhibit 10 - Traffic Report
Local serving retail project less than 50,000 SF
X
New counts will be collected
(Attachment B)
25 15
30 30
(See Attachment D; A final list will be
provided by the Planning Department)
Exhibit 10 - Traffic Report
- Dual lane drive-through queuing analysis
- Left-turn queuing analysis at study intersections and project driveways - The Project will be conditioned to install traffic signal infrastructure such as battery back-up system, controller, audible push buttons etc. at the adjacent intersections
- The Project will be conditioned to construct high-visibility crosswalks at the intersection of Central @ Brockton-Magnolia.
- An updated site plan to eliminate two exit lanes and include only one exit lane will be provided as part of the Traffic Study.
- "KEEP CLEAR" pavement markings along northbound School Circle Drive will be added to an updated site plan and will be provided as part of the Traffic Study.

Exhibit 10 - Traffic Report
ATTACHMENT A
SUMMARY OF PROJE CT TRIP GENERATION
RIVERSIDE RAIS ING CANE'S
Trip Generation Rates 1
ITE AM Peak Hour 2 PM Peak Hou r
Land Use Code Unit Daily In Out Total In Out Total
Strip Retail Plaza (<40k) 822 KSF 54.450 0.322 0.198 0.520 3.295 3.295 6.590 Fast-Food Restaurant w/ Drive-thru 934 KSF 467.480 22.751 21.859 44.610 17.176 15.854 33.030 Trip Generation Estimates
AM Peak Hou r PM Peak Hou r
Land Use Quantity Unit Daily In Out Total In Out Total
Strip Retail Plaza (<40k) 16.000 KSF 871 23 15 38 53 53 106 Pass-by Trips (40% PM) 1 - 40% -42 0 0 0 -21 -21 -42
Total Exi sting Trips 829 23 15 38 32 32 64
Fast-Food Restaurant w/ Drive-thru 3.267 KSF 1,527 - - - 56 52 108 Pass-by Trips (55% PM) 1 - 55% -59 - - - -31 -29 -59
Total Net Trips for Proposed Condi tions 1,468 - - - 25 23 49 Net Difference (Prop osed Minus Existing) 639 -23 -15 -38 -7 -8 -15 EXISTING US E
PROPOSED USE
1 Source: Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition 2 Raising Cane's is not open during the AM Peak Hour (Hours of Operation 9:00 AM to 3:30 AM) 3 The pass-by rate is based on the average pass-by rate for ITE Land Use Code 934 (Fast-Food Restaurant w/ Drive-thru) in the ITE Trip Generation Manual, 11th Edition
Riverside Raising Cane's
Scoping Form
Kimley-Horn and Associates, Inc.

January 2023
The existing land uses are
currently in operation.

Exhibit 10 - Traffic Report
ATTACHMENT B (1)

PROJECT STUDY AREA AND ANALYSIS SCENARIOSR
iverside Raising Cane’s Kimley-Horn and Associates, Inc.

November 2022
Legend: Study Intersections: Analysis Scenarios:
= Project Site 1. Central Avenue at School Circle Drive

2. Central Avenue at Brockton Avenue

3. Central Avenue at Magnolia Avenue
D1. School Circle Avenue at Project Driveway
D2. Central Avenue at Project Driveway

1. Existing Conditions

2. Opening Year 2023 Cumulative

3. Opening Year 2023 Cumulative Plus Project= Study Intersection XX% = Trip Distribution
30% 30%
15%
15%
10%
Exhibit 10 - Traffic Report
Central
Avenue
MagnoliaAvenue
School
Circle
Drive
Brockton
Avenue

1. School Circle Drive
at Central Avenue

2. Brockton Avenue
at Central Avenue

3. Magnolia Avenue
at Central Avenue
LEGEND:
= Study Intersection
= Project Trip Distribution
= Trip Distribution Percentage
Inbound (Outbound)
D2. Central Avenue
at Project Driveway
D1. School Circle Drive
at Project Driveway
Exhibit 10 - Traffic Report

DO NOT ENTERSTOPVAN

ADDITIONALPARKING
ATTACHMENT C (1) - SITE PLAN
An updated site plan with
one entry lane and one
exit lane will be provided
as part of the Traffic Study
Exhibit 10 - Traffic Report

DO NOT ENTERSTOPVAN
ATTACHMENT C (2) - SITE PLAN
An updated site plan with
one entry lane and one
exit lane will be provided
as part of the Traffic Study
Exhibit 10 - Traffic Report
VAN

DRIVETHRUDRIVETHRU DRIVETHRUDRIVETHRU

STOPDO NOT ENTER

CENTRAL AVE

MAGNOLIA AVE

SCHOOL CIR DR

BROKTON AVE

RESIDENTIAL LOT
LOCATIONPROJECT NAMETITLE: PROJECT:LOCATION:

THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. COPYRIGHT KIMLEY-HORN AND ASSOCIATES, INC., 2020K:\ORA_LDEV\Raising Cane's\094797124 - Riverside (Central and Magnolia) 820\CADD\Exhibits\Truck Turn\Cane's Truck Turn File.dwg 48' May 07, 2021 7:51am by: Drake.MoyeJOB NUMBER:SCALE:DATE:SHEET:
094797XXXTITLE 1" = X'1 OF 1765 THE CITY DRIVE, SUITE 200 | ORANGE, CA 92868PHONE: (714) 939-1030 | www.kimley-horn.com 5/7/2021 NORTH
RAISING CANE'S 48'TRUCK TURN EXHIBITRC820 - RIVERSIDECENTRAL AVE & MAGNOLIA AVERIVERSIDE, CA0947971241" = 20' ATTACHMENT C (3) - SITE PLAN
(TRUCK TURNING TEMPLATES)
An updated site plan with
one entry lane and one exit
lane will be provided as
part of the Traffic Study
An updated site plan with
adequate driveway width
will be provided as part of
the Traffic Study
Exhibit 10 - Traffic Report
Conditional Use Permits City of Riverside Cumulative Projects List (2/13/14) Map ID # Case
Number Location Project Description City State Acres Buildings Total Square Feet
Dwelling
Units Approval Date APN
M24 P12-0799
P12-0800
NWC Palm Avenue and
Beechwood Place
Tract Map 36516 and Design Review; subdivide 1.26 ac
vacant parcel into 7 single family residential lots ranging in size from 7,002 to 8,011 sq.ft.

Riverside CA 1.26 - 7 CPC 4/3/14 217224015
M32 P13-0905
P13-0906
NEC Arlington Avenue and
Hawarden Drive
Tract Map 36604, PRD; subdivide an existing 12.41 acre
parcel having an average natural slope of 26.4% into seven lots for the future construction of single family residences, as well as the establishment of an approximately 5.20 acre open space area, four lettered lots, and a public cul-de-sac street; resulting in a density of 0.56 dwellings per acre in the RC – Residential Conversation zone.

Riverside CA 12.41 7 CC 12/15/2015 241020002
C129
P14-0225
P14-0226
P14-0227
P16-0063
NEC Dominion Avenue and
McMahon Street
Proposal by Bowlus Pacific Venture Corporation to
consider: 1) Conditional Use Permit to permit a 117 unit three story senior apartment complex on 3.75 vacant
acres; 2) Design Review of the project plans; 3) Street Vacation to vacate Dominion Avenue between McMahon
Street and Division Street; 4) Variance to allow the
proposed carports to be located closer to the to the front property line than the front-most wall of the dwelling
units; 5) Variance to allow fewer parking sparking spaces than required by the Zoning Code; 6) Variance to allow the building to exceed the maximum building height
permitted by the Zoning Code ; and 7) a Grading Exception to allow for retaining walls over six feet in height. The property is located between McMahon Street and Division Avenue and includes the Dominion Avenue right-of-way,
in the R-1-8500 - Single-family Residential Zone, in Ward 3.

Riverside CA 3.75 117 223210022
D24 P15-0478 3439 Arlington Ave
DR; NEW COMMERCIAL BUILDING. SINGLE STORY -
APPROXIMATELY 15,186 SF. DESIGNED FOR MIXED USE
(RETAIL + RESTAURANT).

Riverside CA 9.5 15,186 DRC AP 12/03/2018 225350063
C107
P15-0847
P15-0848
P15-0850
3530 Madison
To construct a commercial center in two phases as
follows: Phase 1 consists of a 37,849 square foot health and fitness club (24 Hour Fitness) and a 1,950 square foot drive-thru restaurant (Starbucks); and Phase 2 consists of a 41,117 square foot retail building.

Riverside CA 8.21
37,849 fitness,
1,950 drive-thru
restaurant,
41,117 retail
CPC AP 01/12/2017 230090002
M36
P15-0862
P15-0863
P15-0864
P15-0865
4105 Jefferson
TM, RZ, GP, PPE: Tentative Tract Map No. 36994, one-lot subdivision for condominium purposes for the
development of 36 single-family attached townhomes, a
restroom facility and pool on a 2.96 acre net parcel.

Riverside CA 2.96 36 CC AP 12/13/2016 227131011

ATTACHMENT D

CITY OF RIVERSIDE CUMULATIVE PROJECTS LIST
Raising Cane's Riverside
Riverside, CA October 2022
Exhibit 10 - Traffic Report
Conditional Use Permits City of Riverside Cumulative Projects List (2/13/14) Map ID # Case
Number Location Project Description City State Acres Buildings Total Square Feet
Dwelling
Units Approval Date APN
C111
P15-0979
P15-0980
P15-0981
5573 Arlington
Proposal by Westmoreland Dynasty LP to consider a Zone
Change, Conditional Use Permit, and Design Review to
rezone 0.54 acres from O - Office Zone to CR - Commercial Retail Zone to facilitate the construction of a 2,200 square foot drive-thru restaurant (Cowboy Jr.), located at 5573 Arlington Avenue, situated on the north side of Arlington Avenue approximately 140 feet east of Phoenix Avenue, in Ward 3.

Riverside CA 0.54 2,200 CC AP 01/17/2017 190322015
C119
P16-0184
P16-0185
P16-0186
3628 Madison
(DR): Proposal by WB Allen Development, LLC. to consider a Conditional Use Permit and Design Review for the
construction of a 9,712 square foot two story senior
apartment building, located at 3628 Madison Avenue,
situated on the west side of Madison Avenue between
Delaware Street and Orchard Street, in the R-1-7000 -
Single-family Residential Zone, in Ward 3.

Riverside CA 0.62 12 CPC AP 10/26/2016 230054009
D34 P16-0423
P16-0424 6264 Nogales Street
DR, VR; PROPOSING TWO COMMERCIAL BUILDINGS, ONE
7,030 SF LEGAL OFFICE AND A 4,140 SF MEDICAL OFFICE
WITH A PARKING VARIANCE.

Riverside CA 0.97 11,170 DRC AP 09/30/2016 225051028
D39
P16-0510
P16-0511
P16-0512
3345 Madison St
1) Conditional Use Permit to permit a 3,288 square foot automated carwash facility on 0.5 acres; 2) Design Review of the plot plan and building elevations and landscape plan for the construction of the automated carwash facility; and 3) Variance to allow a reduced side yard building
setbacks.

Riverside CA 0.5 3,288 CPC AP 12/15/2016 230370005
D40
P16-0532
P16-0533
P16-0534
P16-0535
4508 Olivewood Ave
Design Review to facilitate construction of a two-story, 27,000 square foot medical office building and Variances to permit fewer parking spaces than required by Code and to allow reduced landscape setbacks along Mulberry
Street and Olivewood Avenue, on a vacant, eleven-parcel site
Riverside CA 1.89 27,000 DRC AP 10/12/2016 219043018
C134
P16-0862
P16-0863
P16-0864
4399 Main
To consider the following entitlements for the
establishment of a 1,425 square foot restaurant with
3,100 square feet of outdoor dining on a 0.30-acre parcel, developed with an existing, abandoned vehicle fuel
station: 1) a Minor Conditional Use Permit; to permit a restaurant larger than 1,500 square feet, with outdoor
dining and on-sale of alcoholic beverages; 2) Design
Review for the conversion of an existing 925-square-foot vehicle fuel station building to a restaurant, construction of a 500-square-foot addition and a 1,715 square foot
attached canopy, and reconfiguration of an existing
parking lot; and 3) a Variance to allow the on-sale of
alcohol within 600 feet of a public park and hospital.

Riverside CA 0.3 4,525 DRC AP 12/20/2018 215272007
Raising Cane's Riverside
Riverside, CA October 2022
Exhibit 10 - Traffic Report
Conditional Use Permits City of Riverside Cumulative Projects List (2/13/14) Map ID # Case
Number Location Project Description City State Acres Buildings Total Square Feet
Dwelling
Units Approval Date APN
P17-0097
P17-0098
P17-0099
P17-0228
6289 Palm Avenue
Proposal by David Peery, on behalf of Kingsfield
Development Corporation, to consider: 1) Design Review
for the construction of a self-storage facility with 5 self- storage buildings totaling 96,022 square feet, a 1,575
square foot management office, and a 1,575 square foot
caretaker unit on two contiguous parcels totaling 3.02
acres; 2) Variance to allow the building lot coverage to be increased by 10 percent for a maximum 50 percent lot
coverage; and 3) Variance to allow the building height and building stories to be increased to 36 feet and two stories.

This property is located at 6289 Palm Avenue, situated at the northwest corner of Palm Avenue and Dewey Avenue,
in the R-1-7000 – Single Family Residential Zone, in Ward

3. Riverside CA 3.02 99,172 1 CC AP 03/27/2018 226332022 P17-0466
P17-0467
P17-0468
P17-0469
P17-0470
P17-0471
P17-0472
3575-3661 Merrill Avenue
Proposal by Richard Hamm of Pelican Properties to
construct a 98,608 square-foot mixed-use development
containing 108 dwelling units, 1,200 square foot
commercial area, and 192 parking stalls on six contiguous parcels, totaling 3.14 acres, partially developed as a
surface parking lot. Entitlements for consideration
include: 1) amend the Magnolia Avenue Specific Plan to
include MU-U – Mixed Use – Urban as a General Plan Land Use Designation in the Magnolia Center District; 2) amend the General Plan Land Use Designation from C –
Commercial to MU-U – Mixed Use - Urban; 3) amend the
zoning designation from CG-SP – Commercial General and
Specific Plan (Magnolia Avenue) Overlay Zones to MU-U-
SP – Mixed Use – Urban and Specific Plan (Magnolia
Avenue) Overlay Zones; 4) Site Plan Review; 5) a Traffic Pattern Modification for the reconfiguration of Merrill Avenue; 6) a Minor Conditional Use Permit for on-site
alcohol sales (Type 47 License) in conjunction with the proposed commercial area; and 7) a Variance to allow a
reduced rear yard building setback. The property is
located at 3575 – 3661 Merrill Avenue, situated on the
north side of Merrill Avenue, between Riverside and De
Anza Avenues, in the CG-SP – Commercial General and
Specific Plan (Magnolia Avenue) Overlay Zones, in Ward 3.

Riverside CA 3.14 2,400 108 CC AP 05/22/2018 225140007
P17-0883
P17-0884
P17-0885
3490 Madison Street
Design review (P17-0883) of project plans for Phase II of Madison Plaza, which includes the construction of a
17,889 square foot grocery store with the off-sale of
alcoholic beverages and an 8,065 square foot in line
tenant spaces
Riverside CA 7.04 25,954 DRC AP 06/13/2018 230090004
Raising Cane's Riverside
Riverside, CA October 2022
Exhibit 10 - Traffic Report
Conditional Use Permits City of Riverside Cumulative Projects List (2/13/14) Map ID # Case
Number Location Project Description City State Acres Buildings Total Square Feet
Dwelling
Units Approval Date APN
P18-0279
P18-0280
P18-0281
P18-0282
4800 Palm Avenue
Proposal to construct a 51,998 square foot two-story
senior housing complex consisting of 59 dwelling units: 1) a Zoning Code Amendment to rezone a portion of the site from O-Office Zone to R-1-7000 Single Family Residential Zone, 2) A Conditional Use Permit to permit the
construction of a senior housing complex, 3) Design
Review of project plans, and 4) a Grading Exception for retaining walls up to 21 feet high.

Riverside CA 1.96 59 CC AP 08/28/2018 217140036
P18-0367
P18-0368 7351 Lincoln Avenue
Entitlements for the construction of a 210 unit
condominium project: 1) a Tentative Tract Map (TM-
37541) for condominium purposes; and 2) a Design
Review of project plans and building elevations.

Riverside CA 9.48 210 CPC AP 08/23/2018 230360001
P19-0421 6488 Riverside Avenue 16-unit senior housing apartment complex Riverside CA 0.82 16 225340012 Raising Cane's Riverside
Riverside, CA October 2022
Exhibit 10 - Traffic Report

APPENDIX B

TRAFFIC DATA COLLECTION SHEETS
Exhibit 10 - Traffic Report
National Data & Surveying Services
Intersection Turning Movement Count
Location: School Cir Dr & Central Ave
City: Riverside Project ID:

Control: 1-Way Stop(NB) Date:

NS/EW Streets:
1 0 1 0 0 0 0 0 0 2 0 0 0 2 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 0 3 0 0 0 0 0 0 117 1 0 2 77 0 0 200
7:15 AM 0 0 2 0 0 0 0 0 0 152 2 0 4 126 0 0 286
7:30 AM 0 0 6 0 0 0 0 0 0 161 5 0 5 106 0 0 283
7:45 AM 1 0 5 0 0 0 0 0 0 196 8 0 5 133 0 0 348
8:00 AM 0 0 1 0 0 0 0 0 0 166 2 0 7 110 1 0 287
8:15 AM 1 0 5 0 0 0 0 0 0 137 4 0 4 94 0 0 245
8:30 AM 0 0 1 0 0 0 0 0 0 103 4 0 5 102 0 0 215
8:45 AM 0 0 2 0 0 0 0 0 0 105 3 0 4 84 0 0 198

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 2 0 25 0 0 0 0 0 0 1137 29 0 36 832 1 0 2062 APPROACH %'s : 7.41% 0.00% 92.59% 0.00% 0.00% 97.51% 2.49% 0.00% 4.14% 95.74% 0.12% 0.00% PEAK HR : 07:15 AM 38 0 0 TOTAL
PEAK HR VOL : 1 0 14 0 0 0 0 0 0 675 17 0 21 475 1 0 1204 PEAK HR FACTOR : 0.250 0.000 0.583 0.000 0.000 0.000 0.000 0.000 0.000 0.861 0.531 0.000 0.750 0.893 0.250 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 0 1 0 0 0 0 0 0 2 0 0 0 2 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 0 0 11 0 0 0 0 0 0 155 2 0 6 162 0 0 336
4:15 PM 2 0 9 0 0 0 0 0 0 146 3 0 3 148 0 1 312
4:30 PM 3 0 9 0 0 0 0 0 0 145 2 0 5 185 0 1 350
4:45 PM 2 0 10 0 0 0 0 0 0 145 4 0 9 164 0 1 335
5:00 PM 2 0 15 0 0 0 0 0 0 134 4 0 8 161 0 1 325
5:15 PM 2 0 10 0 0 1 0 0 0 143 4 0 6 180 0 1 347
5:30 PM 4 0 16 0 0 0 0 0 0 116 1 0 6 164 0 1 308
5:45 PM 0 0 6 0 0 0 0 0 0 112 1 0 4 146 0 0 269

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 15 0 86 0 0 1 0 0 0 1096 21 0 47 1310 0 6 2582 APPROACH %'s : 14.85% 0.00% 85.15% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 98.12% 1.88% 0.00% 3.45% 96.11% 0.00% 0.44% PEAK HR : 04:30 PM 291 0 0 TOTAL
PEAK HR VOL : 9 0 44 0 0 1 0 0 0 567 14 0 28 690 0 4 1357 PEAK HR FACTOR : 0.750 0.000 0.733 0.000 0.000 0.250 0.000 0.000 0.000 0.978 0.875 0.000 0.778 0.932 0.000 1.000 Data - Totals
School Cir Dr School Cir Dr Central Ave Central Ave

0.625 0.848 0.900
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
23-030009-001
2/2/2023
04:30 PM - 05:30 PM

0.969 0.779 0.250 0.975 0.945
07:15 AM - 08:15 AM

0.865
Exhibit 10 - Traffic Report
Prepared by National Data & Surveying Services
ID: 23-030009-001 Day:

City: Riverside Date:

AM 0 0 0 0AM
NOON 0 0 0 0NOON
PM 0 1 0 0PM

AM NOON PM PM NOON AM
0 0 0 000 0 1
2690 0 475
0 0 00 028 0 21
0 0 00TEV 1204 0 1357 04 0 0
675 0 567 2PHF 0.86 0.97
17 0 14 00 1 0 1

AM NOON PM PM NOON AM
PM 0 9 0 44 PM
NOON 0 0 0 0NOON
AM 0 1 0 14 AM
0NONE
04:30 PM - 05:30 PM 0
School Cir Dr & Central Ave
Peak Hour Turning Movement Count
School Cir Dr Thursday
SOUTHBOUND 2/2/2023
4:00 PM - 06:00 PM

PEAK HOURS
07:15 AM - 08:15 AM 17:00 AM - 09:00 AM

COUNT PERIODS
NONE
615 0 689
Total (AM) 43 Total (AM)
Central Ave

EASTBOUND

WESTBOUND
Central Ave
476 0 699

CONTROL
1-Way Stop(NB)
Pedestrians (Crosswalks)
Total (PM) Total (PM)
0 38

NORTHBOUND
School Cir Dr
Total (NOON) Total (NOON)

NOON AM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
0 0
0 0
0 0
0 0
0 0
0 0 0
0 0
0 0
0 0
0 0
0 0
0 0
690
28 14
567
0 0
1 0
44 0
9 0
0 0
0 0
0 0
0 0
0 0
0 1
475
21 17
675
0 0
0 0
14 0
1 0
690
28 14
567
0 0
1 0
44 0
9 0
0 0
0 0
0 0
0 0
0 0
0 1
475
21 17
675
0 0
0 0
14 0
1 Exhibit 10 - Traffic Report
National Data & Surveying Services
Intersection Turning Movement Count
Location: Brockton Ave & Centrel Ave
City: Riverside Project ID:

Control: Signalized Date:

NS/EW Streets:
0 0 0 0 0 2 1 0 1 2 0 0 0 1.5 0.5 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 0 0 0 1 21 2 0 4 112 4 0 0 73 31 0 248
7:15 AM 0 0 0 0 2 35 8 0 3 137 6 0 0 120 40 0 351
7:30 AM 0 0 0 0 0 60 6 0 4 140 13 0 0 105 47 0 375
7:45 AM 0 0 0 0 0 68 6 0 8 173 21 0 0 127 47 0 450
8:00 AM 0 0 0 0 1 62 10 0 5 153 20 0 0 110 62 0 423
8:15 AM 0 0 0 0 0 40 3 0 7 120 18 0 0 96 56 0 340
8:30 AM 0 0 0 0 2 32 14 0 5 82 8 0 0 96 69 0 308
8:45 AM 0 0 0 0 1 64 7 0 8 85 14 0 0 78 69 0 326

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 0 0 0 7 382 56 0 44 1002 104 0 0 805 421 0 2821 APPROACH %'s : 1.57% 85.84% 12.58% 0.00% 3.83% 87.13% 9.04% 0.00% 0.00% 65.66% 34.34% 0.00% PEAK HR : 07:15 AM 38 0 0 TOTAL
PEAK HR VOL : 0 0 0 0 3 225 30 0 20 603 60 0 0 462 196 0 1599 PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.375 0.827 0.750 0.000 0.625 0.871 0.714 0.000 0.000 0.909 0.790 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 0 0 0 0 2 1 0 1 2 0 0 0 1.5 0.5 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 0 0 0 0 0 58 16 0 11 137 12 0 0 151 57 0 442
4:15 PM 0 0 0 0 0 64 18 0 6 139 14 0 0 138 51 0 430
4:30 PM 0 0 0 0 0 69 25 0 7 123 13 0 0 163 48 0 448
4:45 PM 0 0 0 0 0 81 28 0 13 149 9 0 0 147 38 0 465
5:00 PM 0 0 0 0 1 66 27 0 8 114 19 0 0 133 53 0 421
5:15 PM 0 0 0 0 1 38 31 0 8 127 10 0 0 148 53 0 416
5:30 PM 0 0 0 0 1 74 22 1 12 112 11 0 0 150 43 0 426
5:45 PM 0 0 0 0 1 68 19 0 5 112 7 0 0 131 50 0 393

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 0 0 0 4 518 186 1 70 1013 95 0 0 1161 393 0 3441 APPROACH %'s : 0.56% 73.06% 26.23% 0.14% 5.94% 85.99% 8.06% 0.00% 0.00% 74.71% 25.29% 0.00% PEAK HR : 04:00 PM 289 0 0 TOTAL
PEAK HR VOL : 0 0 0 0 0 272 87 0 37 548 48 0 0 599 194 0 1785 PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.000 0.840 0.777 0.000 0.712 0.919 0.857 0.000 0.000 0.919 0.851 0.000 Data - Totals
Brockton Ave Brockton Ave Centrel Ave Centrel Ave

0.872 0.845 0.945
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
23-030009-002
2/2/2023
04:00 PM - 05:00 PM

0.960 0.823 0.925 0.940
07:15 AM - 08:15 AM

0.888
Exhibit 10 - Traffic Report
Prepared by National Data & Surveying Services
ID: 23-030009-002 Day:

City: Riverside Date:

AM 30 225 3 0AM
NOON 0 0 0 0NOON
PM 87 272 0 0PM

AM NOON PM PM NOON AM
1 2 0 00.5 194 0 196

1.5 599 0 462
0 0 00 00 0 0
20 0 37 1TEV 1599 0 1785 00 0 0
603 0 548 2PHF 0.89 0.96
60 0 48 00 0 0 0

AM NOON PM PM NOON AM
PM 0 0 0 0PM
NOON 0 0 0 0NOON
AM 0 0 0 0AM
0NONE
04:00 PM - 05:00 PM 231
Brockton Ave & Centrel Ave
Peak Hour Turning Movement Count
Brockton Ave Thursday
SOUTHBOUND 2/2/2023
4:00 PM - 06:00 PM

PEAK HOURS
07:15 AM - 08:15 AM 216 7:00 AM - 09:00 AM

COUNT PERIODS
NONE
548 0 606
Total (AM) 320 Total (AM)
Centrel Ave

EASTBOUND

WESTBOUND
Centrel Ave
492 0 686

CONTROL
Signalized
Pedestrians (Crosswalks)
Total (PM) Total (PM)
0 285

NORTHBOUND
Brockton Ave
Total (NOON) Total (NOON)

NOON AM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
0 0
0 0
0 0
0 0
0 0
0 0 0
0 0
0 0
0 0
0 0
0 0
0 194
599
0 48
548
37 87
272
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
196
462
0 60
603
20 30
225
3 0
0 0
194
599
0 48
548
37 87
272
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
196
462
0 60
603
20 30
225
3 0
0 0
Exhibit 10 - Traffic Report
National Data & Surveying Services
Intersection Turning Movement Count
Location: Magnolia Ave & Central Ave
City: Riverside Project ID:

Control: Signalized Date:

NS/EW Streets:
1 2 1 0 2 2 0 0 1 2 0 0 2 2 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 22 56 16 0 5 34 3 0 7 106 0 0 10 83 3 0 345
7:15 AM 38 86 20 0 15 27 1 0 11 128 0 0 13 117 5 0 461
7:30 AM 38 98 37 0 13 47 7 0 25 113 0 0 32 108 6 0 524
7:45 AM 49 117 27 0 26 64 3 0 21 154 0 0 19 121 10 0 611 8:00 AM 42 110 45 0 21 67 10 0 22 131 0 0 31 122 8 0 609 8:15 AM 39 116 41 0 18 58 4 0 11 110 0 0 40 107 12 0 556 8:30 AM 60 118 43 0 17 53 7 0 6 77 0 0 22 100 12 0 515
8:45 AM 56 117 41 0 13 55 3 0 10 77 0 0 43 86 9 0 510

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 344 818 270 0 128 405 38 0 113 896 0 0 210 844 65 0 4131 APPROACH %'s : 24.02% 57.12% 18.85% 0.00% 22.42% 70.93% 6.65% 0.00% 11.20% 88.80% 0.00% 0.00% 18.77% 75.42% 5.81% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 168 441 150 0 78 236 24 0 79 508 0 0 122 458 36 0 2300 PEAK HR FACTOR : 0.857 0.942 0.833 0.000 0.750 0.881 0.600 0.000 0.790 0.825 0.000 0.000 0.763 0.939 0.750 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 2 1 0 2 2 0 0 1 2 0 0 2 2 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 45 129 74 0 34 102 14 0 23 112 0 0 52 147 22 0 754 4:15 PM 49 112 65 0 41 121 16 0 25 116 0 0 63 130 19 0 757 4:30 PM 41 111 62 0 30 129 14 0 13 108 0 0 58 150 9 0 725 4:45 PM 52 140 62 0 39 123 14 0 21 130 0 0 42 122 13 0 758 5:00 PM 60 134 75 0 30 122 12 0 15 99 1 0 50 111 12 0 721 5:15 PM 57 130 63 0 27 141 17 0 18 108 0 0 56 129 18 0 764 5:30 PM 38 107 51 0 39 71 11 0 19 96 0 0 58 142 15 0 647 5:45 PM 50 113 55 0 30 135 10 0 12 100 0 0 61 121 14 0 701

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 392 976 507 0 270 944 108 0 146 869 1 0 440 1052 122 0 5827 APPROACH %'s : 20.91% 52.05% 27.04% 0.00% 20.42% 71.41% 8.17% 0.00% 14.37% 85.53% 0.10% 0.00% 27.26% 65.18% 7.56% 0.00% PEAK HR : 04:00 PM 289 0 0 TOTAL
PEAK HR VOL : 187 492 263 0 144 475 58 0 82 466 0 0 215 549 63 0 2994 PEAK HR FACTOR : 0.899 0.879 0.889 0.000 0.878 0.921 0.906 0.000 0.820 0.896 0.000 0.000 0.853 0.915 0.716 0.000 23-030009-003
2/2/2023
04:00 PM - 05:00 PM

0.987 0.927 0.951 0.907 0.936
07:30 AM - 08:30 AM

0.941
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.963 0.862 0.839 0.957
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Magnolia Ave Magnolia Ave Central Ave Central Ave
Exhibit 10 - Traffic Report
Prepared by National Data & Surveying Services
ID: 23-030009-003 Day:

City: Riverside Date:

AM 24 236 78 0AM
NOON 0 0 0 0NOON
PM 58 475 144 0PM

AM NOON PM PM NOON AM
0 2 2 0063 0 36
2549 0 458
0 0 00 2215 0 122
79 0 82 1TEV 2300 0 2994 00 0 0
508 0 466 2PHF 0.94 0.99
0 0 000 1 2 1

AM NOON PM PM NOON AM
PM 0 187 492 263 PM
NOON 0 0 0 0NOON
AM 0 168 441 150 AM
Pedestrians (Crosswalks)
Total (PM) Total (PM)
0 358

NORTHBOUND
Magnolia Ave
Total (NOON) Total (NOON)
NONE
873 0 736
Total (AM) 690 Total (AM)
Central Ave

EASTBOUND

WESTBOUND
Central Ave
650 0 794

CONTROL
Signalized
0NONE
04:00 PM - 05:00 PM 637
Magnolia Ave & Central Ave
Peak Hour Turning Movement Count
Magnolia Ave Thursday
SOUTHBOUND 2/2/2023
4:00 PM - 06:00 PM

PEAK HOURS
07:30 AM - 08:30 AM 556 7:00 AM - 09:00 AM

COUNT PERIODS

NOON AM PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
NOON
PM
AM
NOON
AM
PM
NOON
AM
PM
NOON
PM
AM
0 0
0 0
0 0
0 0
0 0
0 0 0
0 0
0 0
0 0
0 0
0 0
0 63
549
215
0 466
82 58
475
144
263
492
187
0 0
0 0
0 0
0 0
0 0
0 0
36 458
122
0 508
79 24
236
78 150
441
168
63 549
215
0 466
82 58
475
144
263
492
187
0 0
0 0
0 0
0 0
0 0
0 0
36 458
122
0 508
79 24
236
78 150
441
168
Exhibit 10 - Traffic Report

APPENDIX C

INTERSECTION ANALYSIS WORKSHEETS
Exhibit 10 - Traffic Report
Intersection Analysis Summary
5/1/2023Report File: \...\1. EX PM.pdf
Scenario 1 EX PMVistro File: \...\RC Riverside_PM.vistro Riverside Raising Cane's (820)
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

C31.10.469EB LeftHCM 7th
EditionSignalizedMagnolia Avenue at Central
Avenue3
B12.70.341EB LeftHCM 7th
EditionSignalizedBrockton Avenue at Central
Avenue2
C21.50.040NB LeftHCM 7th
EditionTwo-way stopSchool Circle Drive at Central
Avenue1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report

0.040Volume to Capacity (v/c):

CLevel Of Service:

21.5Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 1: School Circle Drive at Central Avenue
Intersection Level Of Service Report
NoNoYesCrosswalk

0.000.000.00Grade [%]

35.0035.0025.00Speed [mph]
100.000.000.000.000.000.00Exit Pocket Length [ft]
100000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 010010No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Central AvenueCentral AvenueSchool Circle DriveName
Intersection Setup
000Pedestrian Volume [ped/h]
7123314585459Total Analysis Volume [veh/h]
17884146112Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.96900.96900.96900.96900.96900.9690Peak Hour Factor
6903214567449Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 6903214567449Base Volume Input [veh/h]
Central AvenueCentral AvenueSchool Circle DriveName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
CIntersection LOS

0.69d_I, Intersection Delay [s/veh]
AABApproach LOS

0.390.0012.36d_A, Approach Delay [s/veh]

0.002.630.000.005.173.0895th-Percentile Queue Length [ft/ln]

0.000.110.000.000.210.1295th-Percentile Queue Length [veh/ln] AAAABCMovement LOS

0.008.830.000.0010.5221.52d_M, Delay for Movement [s/veh]

0.010.030.000.010.060.04V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report

0.341Volume to Capacity (v/c):

BLevel Of Service:

12.7Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 2: Brockton Avenue at Central Avenue
Intersection Level Of Service Report
NoYesYesYesCrosswalk
NoNoNoCurb Present

0.000.000.000.00Grade [%]

35.0035.0030.0030.00Speed [mph]
100.000.000.000.000.000.000.000.000.00100.000.000.00Exit Pocket Length [ft] 100000000100No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000001100000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Central AvenueCentral AvenueBrockton AvenueBrockton AvenueName Intersection Setup
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
20262405057139912830000Total Analysis Volume [veh/h]
511560131431023710000Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.96000.96001.00000.96000.96000.96000.96000.96001.00001.00001.00001.0000Peak Hour Factor 19459904854837872720000Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

0.00Proportion of CAVs [%]

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 19459904854837872720000Base Volume Input [veh/h]
Central AvenueCentral AvenueBrockton AvenueBrockton AvenueName Volumes
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall

0.03.10.00.03.13.12.72.70.00.00.00.0l2, Clearance Lost Time [s]

0.02.00.00.02.02.02.02.00.00.00.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014007017170000Pedestrian Clearance [s]
050050550000Walk [s]

0.03.00.00.03.03.03.03.00.00.00.00.0Vehicle Extension [s] 05200631127270000Split [s]

0.01.00.00.01.01.01.01.00.00.00.00.0All red [s]

0.04.10.00.04.14.13.73.70.00.00.00.0Amber [s]
03000303030300000Maximum Green [s]
0100010510100000Minimum Green [s]
-----Lead------Lead / Lag
2,3Auxiliary Signal Groups
040083220000Signal Group
PermissPermissPermissPermissPermissProtecteOverlapPermissPermissPermissPermissPermissControl Type Phasing & Timing

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
133.56129.1546.3147.2941.7975.14139.2195th-Percentile Queue Length [ft/ln]

5.345.171.851.891.673.015.5795th-Percentile Queue Length [veh/ln]

74.2071.7525.7326.2723.2241.7477.3450th-Percentile Queue Length [ft/ln]

2.972.871.031.050.931.673.0950th-Percentile Queue Length [veh/ln] YesNoNoNoYesNoYesCritical Lane Group
AAAADCDLane Group LOS

7.056.743.023.0146.5030.2040.68d, Delay for Lane Group [s/veh]

0.350.330.220.220.490.270.70X, volume / capacity
Lane Group Results

1.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.850.690.350.344.530.432.23d2, Incremental Delay [s]

1.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.500.500.110.110.11k, delay calibration

6.206.052.672.6741.9729.7638.44d1, Uniform Delay [s]
116412651414145580334403c, Capacity [veh/h]
1721187018181870178115893560s, saturation flow rate [veh/h]

0.240.220.170.170.020.060.08(v / s)_i Volume / Saturation Flow Rate

0.680.680.780.780.050.210.11g / C, Green / Cycle
6161707041910g_i, Effective Green Time [s]

3.103.103.103.103.100.002.70l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.105.105.105.105.105.104.70L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s]
CCCCLRCLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 0.00 0.00 0.00 0.00 40.68 30.20 46.50 3.02 3.02 0.00 6.85 7.05 Movement LOS D C D A A A A
d_A, Approach Delay [s/veh] 0.00 38.13 5.59 6.90
Approach LOS A D A A
d_I, Intersection Delay [s/veh] 12.71
Intersection LOS B
Intersection V/C 0.341
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 1.879 2.282 2.614 0.000 Crosswalk LOS A B B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 0 496 1287 1042 d_b, Bicycle Delay [s] 45.00 25.46 5.72 10.32
I_b,int, Bicycle LOS Score for Intersection 4.132 1.868 2.104 2.241 Bicycle LOS D A B B
----------------Ring 4
----------------Ring 3
------------8---Ring 2
------------432-Ring 1
Sequence
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report

0.469Volume to Capacity (v/c):

CLevel Of Service:

31.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Magnolia Avenue at Central Avenue
Intersection Level Of Service Report
YesNoYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

0.000.000.000.000.000.000.000.000.00100.000.000.00Exit Pocket Length [ft] 000000000100No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001001101No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Central AvenueCentral AvenueMagnolia AvenueMagnolia AvenueName Intersection Setup
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
6455621804728359481146266498189Total Analysis Volume [veh/h] 161395401182115120366712547Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.98700.98700.98701.00000.98700.98700.98700.98700.98700.98700.98700.9870Peak Hour Factor 6354921504668258475144263492187Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

0.00Proportion of CAVs [%]

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 6354921504668258475144263492187Base Volume Input [veh/h] Central AvenueCentral AvenueMagnolia AvenueMagnolia AvenueName Volumes
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoNoMinimum Recall

0.03.13.10.03.13.10.03.13.13.13.13.1l2, Clearance Lost Time [s]

0.02.02.00.02.02.00.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 02100210010021210Pedestrian Clearance [s]
050050050550Walk [s]

0.03.03.00.03.03.00.03.03.03.03.03.0Vehicle Extension [s] 032110321102712353520Split [s]

0.01.01.00.01.01.00.01.01.01.01.01.0All red [s]

0.04.14.10.04.14.10.04.14.14.14.14.1Amber [s]
030300303003030303030Maximum Green [s]
01050105010510105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
6,7Auxiliary Signal Groups
047083025661Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
203.18208.4898.34174.0594.64248.90255.0474.66160.89205.51198.2295th-Percentile Queue Length [ft/ln]

8.138.343.936.963.799.9610.202.996.448.227.9395th-Percentile Queue Length [veh/ln] 115.17119.0254.6396.6952.58148.85153.4641.4889.38116.87111.6050th-Percentile Queue Length [ft/ln]

4.614.762.193.872.105.956.141.663.584.674.4650th-Percentile Queue Length [veh/ln] YesNoNoNoYesYesNoNoNoNoYesCritical Lane Group
CCDCDDDDBCDLane Group LOS

20.5320.4736.3224.1652.6741.6541.3244.9517.5730.8346.45d, Delay for Lane Group [s/veh]

0.410.410.460.400.770.840.830.680.380.580.84X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

1.691.630.681.0111.015.835.523.650.350.638.05d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.110.500.110.110.110.110.110.110.11k, delay calibration

18.8418.8435.6423.1541.6735.8235.8041.2917.2230.2038.40d1, Uniform Delay [s] 7407674791182108317329216692855225c, Capacity [veh/h]
18031870345935601781179918703459158935601781s, saturation flow rate [veh/h]

0.170.170.060.130.050.150.150.040.170.140.11(v / s)_i Volume / Saturation Flow Rate

0.410.410.140.330.060.180.180.060.440.240.13g / C, Green / Cycle 37371330516166392211g_i, Effective Green Time [s]

3.103.103.103.103.103.103.103.100.003.103.10l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.105.105.105.105.105.105.105.105.105.105.10L, Total Lost Time per Cycle [s] 9090909090909090909090C, Cycle Length [s]
CCLCLCCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 46.45 30.83 17.57 44.95 41.46 41.65 52.67 24.16 0.00 36.32 20.49 20.53 Movement LOS D C B D D D D C D C C
d_A, Approach Delay [s/veh] 30.23 42.22 28.42 24.61
Approach LOS C D C C
d_I, Intersection Delay [s/veh] 31.06
Intersection LOS C
Intersection V/C 0.469
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 0.00 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.768 2.707 0.000 2.781 Crosswalk LOS C B F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 664 487 598 598 d_b, Bicycle Delay [s] 20.07 25.76 22.12 22.12
I_b,int, Bicycle LOS Score for Intersection 2.346 2.126 2.017 2.251 Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
Intersection Analysis Summary
5/1/2023Report File: \...\2. OY CUM PM.pdf
Scenario 2 OY CUMVistro File: \...\RC Riverside_PM.vistro Riverside Raising Cane's (820)
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

C31.30.485EB LeftHCM 7th
EditionSignalizedMagnolia Avenue at Central
Avenue3
B12.80.350EB LeftHCM 7th
EditionSignalizedBrockton Avenue at Central
Avenue2
C22.40.042NB LeftHCM 7th
EditionTwo-way stopSchool Circle Drive at Central
Avenue1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY CUM
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report

0.042Volume to Capacity (v/c):

CLevel Of Service:

22.4Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 1: School Circle Drive at Central Avenue
Intersection Level Of Service Report
NoNoYesCrosswalk

0.000.000.00Grade [%]

35.0035.0025.00Speed [mph]
100.000.000.000.000.000.00Exit Pocket Length [ft]
100000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 010010No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Central AvenueCentral AvenueSchool Circle DriveName
Intersection Setup
000Pedestrian Volume [ped/h]
7333414604469Total Analysis Volume [veh/h]
18394151122Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.96900.96900.96900.96900.96900.9690Peak Hour Factor
7103314585459Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
600700In-Process Volume [veh/h]

1.02001.02001.02001.02001.02001.0200Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 6903214567449Base Volume Input [veh/h]
Central AvenueCentral AvenueSchool Circle DriveName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY CUM
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
CIntersection LOS

0.69d_I, Intersection Delay [s/veh]
AABApproach LOS

0.390.0012.54d_A, Approach Delay [s/veh]

0.002.760.000.005.373.2495th-Percentile Queue Length [ft/ln]

0.000.110.000.000.210.1395th-Percentile Queue Length [veh/ln] AAAABCMovement LOS

0.008.900.000.0010.6222.38d_M, Delay for Movement [s/veh]

0.010.040.000.010.070.04V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY CUM
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report

0.350Volume to Capacity (v/c):

BLevel Of Service:

12.8Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 2: Brockton Avenue at Central Avenue
Intersection Level Of Service Report
NoYesYesYesCrosswalk
NoNoNoCurb Present

0.000.000.000.00Grade [%]

35.0035.0030.0030.00Speed [mph]
100.000.000.000.000.000.000.000.000.00100.000.000.00Exit Pocket Length [ft] 100000000100No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000001100000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Central AvenueCentral AvenueBrockton AvenueBrockton AvenueName Intersection Setup
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY CUM
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
20664205258940932890000Total Analysis Volume [veh/h]
521600131471023720000Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.96000.96001.00000.96000.96000.96000.96000.96001.00001.00001.00001.0000Peak Hour Factor 19861605056538892770000Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
050160000000In-Process Volume [veh/h]

1.02001.02001.00001.02001.02001.02001.02001.02001.00001.00001.00001.0000Growth Factor

0.00Proportion of CAVs [%]

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 19459904854837872720000Base Volume Input [veh/h]
Central AvenueCentral AvenueBrockton AvenueBrockton AvenueName Volumes
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY CUM
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall

0.03.10.00.03.13.12.72.70.00.00.00.0l2, Clearance Lost Time [s]

0.02.00.00.02.02.02.02.00.00.00.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014007017170000Pedestrian Clearance [s]
050050550000Walk [s]

0.03.00.00.03.03.03.03.00.00.00.00.0Vehicle Extension [s] 05200631127270000Split [s]

0.01.00.00.01.01.01.01.00.00.00.00.0All red [s]

0.04.10.00.04.14.13.73.70.00.00.00.0Amber [s]
03000303030300000Maximum Green [s]
0100010510100000Minimum Green [s]
-----Lead------Lead / Lag
2,3Auxiliary Signal Groups
040083220000Signal Group
PermissPermissPermissPermissPermissProtecteOverlapPermissPermissPermissPermissPermissControl Type Phasing & Timing

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY CUM
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
139.22134.5248.1149.1742.6776.74142.7195th-Percentile Queue Length [ft/ln]

5.575.381.921.971.713.075.7195th-Percentile Queue Length [veh/ln]

77.3574.7326.7327.3223.7142.6379.2850th-Percentile Queue Length [ft/ln]

3.092.991.071.090.951.713.1750th-Percentile Queue Length [veh/ln] YesNoNoNoYesNoYesCritical Lane Group
AAAADCDLane Group LOS

7.196.873.053.0446.2530.1440.91d, Delay for Lane Group [s/veh]

0.360.340.220.220.490.280.72X, volume / capacity
Lane Group Results

1.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.890.720.370.364.370.442.40d2, Incremental Delay [s]

1.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.500.500.110.110.11k, delay calibration

6.316.152.692.6941.8729.7038.51d1, Uniform Delay [s]
116212621414145582337403c, Capacity [veh/h]
1722187018171870178115893560s, saturation flow rate [veh/h]

0.250.230.170.170.020.060.08(v / s)_i Volume / Saturation Flow Rate

0.680.680.780.780.050.210.11g / C, Green / Cycle
6161707041910g_i, Effective Green Time [s]

3.103.103.103.103.100.002.70l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.105.105.105.105.105.104.70L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s]
CCCCLRCLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY CUM
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 0.00 0.00 0.00 0.00 40.91 30.14 46.25 3.05 3.05 0.00 6.98 7.19 Movement LOS D C D A A A A
d_A, Approach Delay [s/veh] 0.00 38.29 5.59 7.03
Approach LOS A D A A
d_I, Intersection Delay [s/veh] 12.76
Intersection LOS B
Intersection V/C 0.350
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 1.883 2.286 2.624 0.000 Crosswalk LOS A B B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 0 496 1287 1042 d_b, Bicycle Delay [s] 45.00 25.46 5.72 10.32
I_b,int, Bicycle LOS Score for Intersection 4.132 1.875 2.121 2.259 Bicycle LOS D A B B
----------------Ring 4
----------------Ring 3
------------8---Ring 2
------------432-Ring 1
Sequence
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY CUM
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report

0.485Volume to Capacity (v/c):

CLevel Of Service:

31.3Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Magnolia Avenue at Central Avenue
Intersection Level Of Service Report
YesNoYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

0.000.000.000.000.000.000.000.000.00100.000.000.00Exit Pocket Length [ft] 000000000100No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001001101No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Central AvenueCentral AvenueMagnolia AvenueMagnolia AvenueName Intersection Setup
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY CUM
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
7157022204848862493155272513194Total Analysis Volume [veh/h] 181435501212215123396812848Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.98700.98700.98701.00000.98700.98700.98700.98700.98700.98700.98700.9870Peak Hour Factor 7056321904788761487153268506191Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
630033226040In-Process Volume [veh/h]

1.02001.02001.02001.00001.02001.02001.02001.02001.02001.02001.02001.0200Growth Factor

0.00Proportion of CAVs [%]

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 6354921504668258475144263492187Base Volume Input [veh/h] Central AvenueCentral AvenueMagnolia AvenueMagnolia AvenueName Volumes
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY CUM
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoNoMinimum Recall

0.03.13.10.03.13.10.03.13.13.13.13.1l2, Clearance Lost Time [s]

0.02.02.00.02.02.00.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 02100210010021210Pedestrian Clearance [s]
050050050550Walk [s]

0.03.03.00.03.03.00.03.03.03.03.03.0Vehicle Extension [s] 032110321102712353520Split [s]

0.01.01.00.01.01.00.01.01.01.01.01.0All red [s]

0.04.14.10.04.14.10.04.14.14.14.14.1Amber [s]
030300303003030303030Maximum Green [s]
01050105010510105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
6,7Auxiliary Signal Groups
047083025661Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY CUM
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
213.62219.68100.04182.2399.60254.21260.8079.19163.19210.13202.3295th-Percentile Queue Length [ft/ln]

8.548.794.007.293.9810.1710.433.176.538.418.0995th-Percentile Queue Length [veh/ln] 122.76127.2055.58101.2455.33152.84157.7943.9990.66120.22114.5650th-Percentile Queue Length [ft/ln]

4.915.092.224.052.216.116.311.763.634.814.5850th-Percentile Queue Length [veh/ln] YesNoNoNoYesYesNoNoNoNoYesCritical Lane Group
CCDCDDDDBCDLane Group LOS

21.5521.4736.1824.9752.0841.5541.2344.8717.2930.6846.42d, Delay for Lane Group [s/veh]

0.440.440.460.420.770.840.840.690.390.590.84X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

1.931.850.671.1310.605.895.593.700.350.648.13d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.110.500.110.110.110.110.110.110.11k, delay calibration

19.6219.6235.5123.8441.4935.6635.6441.1716.9430.0438.29d1, Uniform Delay [s] 7207484861151114324337225702869230c, Capacity [veh/h]
17981870345935601781179818703459158935601781s, saturation flow rate [veh/h]

0.170.170.060.140.050.150.150.040.170.140.11(v / s)_i Volume / Saturation Flow Rate

0.400.400.140.320.060.180.180.070.440.240.13g / C, Green / Cycle 36361329616166402212g_i, Effective Green Time [s]

3.103.103.103.103.103.103.103.100.003.103.10l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.105.105.105.105.105.105.105.105.105.105.10L, Total Lost Time per Cycle [s] 9090909090909090909090C, Cycle Length [s]
CCLCLCCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY CUM
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 46.42 30.68 17.29 44.87 41.37 41.55 52.08 24.97 0.00 36.18 21.50 21.55 Movement LOS D C B D D D D C D C C
d_A, Approach Delay [s/veh] 30.08 42.15 29.14 25.28
Approach LOS C D C C
d_I, Intersection Delay [s/veh] 31.33
Intersection LOS C
Intersection V/C 0.485
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 0.00 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.776 2.716 0.000 2.791 Crosswalk LOS C B F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 664 487 598 598 d_b, Bicycle Delay [s] 20.07 25.76 22.12 22.12
I_b,int, Bicycle LOS Score for Intersection 2.367 2.145 2.032 2.272 Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY CUM
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
Intersection Analysis Summary
5/1/2023Report File: \...\3. OY CUM WP PM.pdf
Scenario 3 OY CUM WPVistro File: \...\RC Riverside_PM.vistro Riverside Raising Cane's (820)
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

C21.90.018NB LeftHCM 7th
EditionTwo-way stopCentral Avenue at Project
Driveway102
A8.60.018WB RightHCM 7th
EditionTwo-way stopSchool Circle Drive at Project
Driveway101
C31.40.492EB LeftHCM 7th
EditionSignalizedMagnolia Avenue at Central
Avenue3
B12.80.355EB LeftHCM 7th
EditionSignalizedBrockton Avenue at Central
Avenue2
D27.50.149NB LeftHCM 7th
EditionTwo-way stopSchool Circle Drive at Central
Avenue1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY CUM WP
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report

0.149Volume to Capacity (v/c):

DLevel Of Service:

27.5Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 1: School Circle Drive at Central Avenue
Intersection Level Of Service Report
NoNoYesCrosswalk

0.000.000.00Grade [%]

35.0035.0025.00Speed [mph]
100.000.000.000.000.000.00Exit Pocket Length [ft]
100000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 010010No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Central AvenueCentral AvenueSchool Circle DriveName
Intersection Setup
000Pedestrian Volume [ped/h]
72168146114628Total Analysis Volume [veh/h]
180174153127Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.96900.96900.96900.96900.96900.9690Peak Hour Factor
69966145924527Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
-151500014Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
4180704Site-Generated Trips [veh/h]
600700In-Process Volume [veh/h]

1.02001.02001.02001.02001.02001.0200Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 6903214567449Base Volume Input [veh/h]
Central AvenueCentral AvenueSchool Circle DriveName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY CUM WP
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
DIntersection LOS

1.26d_I, Intersection Delay [s/veh]
AACApproach LOS

0.780.0017.03d_A, Approach Delay [s/veh]

0.005.750.000.005.4012.8395th-Percentile Queue Length [ft/ln]

0.000.230.000.000.220.5195th-Percentile Queue Length [veh/ln] AAAABDMovement LOS

0.009.070.000.0010.6527.52d_M, Delay for Movement [s/veh]

0.010.070.000.010.070.15V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY CUM WP
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report

0.355Volume to Capacity (v/c):

BLevel Of Service:

12.8Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 2: Brockton Avenue at Central Avenue
Intersection Level Of Service Report
NoYesYesYesCrosswalk
NoNoNoCurb Present

0.000.000.000.00Grade [%]

35.0035.0030.0030.00Speed [mph]
100.000.000.000.000.000.000.000.000.00100.000.000.00Exit Pocket Length [ft] 100000000100No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000001100000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Central AvenueCentral AvenueBrockton AvenueBrockton AvenueName Intersection Setup
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY CUM WP
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoPresence of On-Street Parking
20665705560042962890000Total Analysis Volume [veh/h]
521640141501024720000Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.96000.96001.00000.96000.96000.96000.96000.96001.00001.00001.00001.0000Peak Hour Factor 19863105357640922770000Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
01503112300000Site-Generated Trips [veh/h]
050160000000In-Process Volume [veh/h]

1.02001.02001.00001.02001.02001.02001.02001.02001.00001.00001.00001.0000Growth Factor

0.00Proportion of CAVs [%]

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 19459904854837872720000Base Volume Input [veh/h]
Central AvenueCentral AvenueBrockton AvenueBrockton AvenueName Volumes
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY CUM WP
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall
NoNoNoNoNoMaximum Recall
NoNoNoNoNoMinimum Recall

0.03.10.00.03.13.12.72.70.00.00.00.0l2, Clearance Lost Time [s]

0.02.00.00.02.02.02.02.00.00.00.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014007017170000Pedestrian Clearance [s]
050050550000Walk [s]

0.03.00.00.03.03.03.03.00.00.00.00.0Vehicle Extension [s] 05200631127270000Split [s]

0.01.00.00.01.01.01.01.00.00.00.00.0All red [s]

0.04.10.00.04.14.13.73.70.00.00.00.0Amber [s]
03000303030300000Maximum Green [s]
0100010510100000Minimum Green [s]
-----Lead------Lead / Lag
2,3Auxiliary Signal Groups
040083220000Signal Group
PermissPermissPermissPermissPermissProtecteOverlapPermissPermissPermissPermissPermissControl Type Phasing & Timing

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY CUM WP
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
144.07139.2049.3950.5244.5279.09142.7095th-Percentile Queue Length [ft/ln]

5.765.571.982.021.783.165.7195th-Percentile Queue Length [veh/ln]

80.0477.3427.4428.0724.7343.9479.2850th-Percentile Queue Length [ft/ln]

3.203.091.101.120.991.763.1750th-Percentile Queue Length [veh/ln] YesNoNoNoYesNoYesCritical Lane Group
AAAADCDLane Group LOS

7.357.013.083.0745.8930.0340.91d, Delay for Lane Group [s/veh]

0.370.340.230.230.490.280.72X, volume / capacity
Lane Group Results

1.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.920.750.380.374.170.452.40d2, Incremental Delay [s]

1.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.500.500.110.110.11k, delay calibration

6.436.272.702.7041.7229.5938.51d1, Uniform Delay [s]
116012581412145587340403c, Capacity [veh/h]
1725187018151870178115893560s, saturation flow rate [veh/h]

0.250.230.180.180.020.060.08(v / s)_i Volume / Saturation Flow Rate

0.670.670.780.780.050.210.11g / C, Green / Cycle
6161707041910g_i, Effective Green Time [s]

3.103.103.103.103.100.002.70l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.105.105.105.105.105.104.70L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s]
CCCCLRCLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY CUM WP
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 0.00 0.00 0.00 0.00 40.91 30.03 45.89 3.07 3.08 0.00 7.13 7.35 Movement LOS D C D A A A A
d_A, Approach Delay [s/veh] 0.00 38.20 5.65 7.18
Approach LOS A D A A
d_I, Intersection Delay [s/veh] 12.77
Intersection LOS B
Intersection V/C 0.355
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 36.45 0.00
I_p,int, Pedestrian LOS Score for Intersection 1.884 2.287 2.631 0.000 Crosswalk LOS A B B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 0 496 1287 1042 d_b, Bicycle Delay [s] 45.00 25.46 5.72 10.32
I_b,int, Bicycle LOS Score for Intersection 4.132 1.877 2.135 2.272 Bicycle LOS D A B B
----------------Ring 4
----------------Ring 3
------------8---Ring 2
------------432-Ring 1
Sequence
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY CUM WP
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report

0.492Volume to Capacity (v/c):

CLevel Of Service:

31.4Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Magnolia Avenue at Central Avenue
Intersection Level Of Service Report
YesNoYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

0.000.000.000.000.000.000.000.000.00100.000.000.00Exit Pocket Length [ft] 000000000100No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001001101No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Central AvenueCentral AvenueMagnolia AvenueMagnolia AvenueName Intersection Setup
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY CUM WP
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
7157822204929166493155272513198Total Analysis Volume [veh/h] 181445501232316123396812849Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.98700.98700.98701.00000.98700.98700.98700.98700.98700.98700.98700.9870Peak Hour Factor 7057021904869065487153268506195Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
070083400004Site-Generated Trips [veh/h]
630033226040In-Process Volume [veh/h]

1.02001.02001.02001.00001.02001.02001.02001.02001.02001.02001.02001.0200Growth Factor

0.00Proportion of CAVs [%]

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 6354921504668258475144263492187Base Volume Input [veh/h] Central AvenueCentral AvenueMagnolia AvenueMagnolia AvenueName Volumes
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY CUM WP
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoNoMinimum Recall

0.03.13.10.03.13.10.03.13.13.13.13.1l2, Clearance Lost Time [s]

0.02.02.00.02.02.00.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 02100210010021210Pedestrian Clearance [s]
050050050550Walk [s]

0.03.03.00.03.03.00.03.03.03.03.03.0Vehicle Extension [s] 032110321102712353520Split [s]

0.01.01.00.01.01.00.01.01.01.01.01.0All red [s]

0.04.14.10.04.14.10.04.14.14.14.14.1Amber [s]
030300303003030303030Maximum Green [s]
01050105010510105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
6,7Auxiliary Signal Groups
047083025661Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY CUM WP
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
218.41224.55100.18186.72102.58255.47262.5079.19162.23209.16205.4995th-Percentile Queue Length [ft/ln]

8.748.984.017.474.1010.2210.503.176.498.378.2295th-Percentile Queue Length [veh/ln] 126.27130.7855.66103.7356.99153.79159.0843.9990.13119.52116.8550th-Percentile Queue Length [ft/ln]

5.055.232.234.152.286.156.361.763.614.784.6750th-Percentile Queue Length [veh/ln] YesNoNoNoYesYesNoNoNoNoYesCritical Lane Group
CCDCDDDDBCDLane Group LOS

22.0721.9936.2725.2751.7641.5341.2044.8717.1330.3846.34d, Delay for Lane Group [s/veh]

0.450.450.460.430.780.840.840.690.390.580.85X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

2.041.960.681.1910.385.935.613.700.350.618.14d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.110.500.110.110.110.110.110.110.11k, delay calibration

20.0320.0335.5924.0841.3835.6135.5941.1716.7929.7738.19d1, Uniform Delay [s] 7107384831143117325339225706881234c, Capacity [veh/h]
17991870345935601781179418703459158935601781s, saturation flow rate [veh/h]

0.180.180.060.140.050.150.150.040.170.140.11(v / s)_i Volume / Saturation Flow Rate

0.390.390.140.320.070.180.180.070.440.250.13g / C, Green / Cycle 36361329616166402212g_i, Effective Green Time [s]

3.103.103.103.103.103.103.103.100.003.103.10l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.105.105.105.105.105.105.105.105.105.105.10L, Total Lost Time per Cycle [s] 9090909090909090909090C, Cycle Length [s]
CCLCLCCLRCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY CUM WP
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 46.34 30.38 17.13 44.87 41.34 41.53 51.76 25.27 0.00 36.27 22.03 22.07 Movement LOS D C B D D D D C D C C
d_A, Approach Delay [s/veh] 29.93 42.12 29.40 25.66
Approach LOS C D C C
d_I, Intersection Delay [s/veh] 31.41
Intersection LOS C
Intersection V/C 0.492
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 0.00 36.45
I_p,int, Pedestrian LOS Score for Intersection 2.776 2.718 0.000 2.794 Crosswalk LOS C B F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 664 487 598 598 d_b, Bicycle Delay [s] 20.07 25.76 22.12 22.12
I_b,int, Bicycle LOS Score for Intersection 2.371 2.149 2.041 2.278 Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY CUM WP
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report

0.018Volume to Capacity (v/c):

ALevel Of Service:

8.6Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 101: School Circle Drive at Project Driveway Intersection Level Of Service Report
YesNoNoCrosswalk

0.000.000.00Grade [%]

25.0025.0025.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Project DrivewaySchool Circle DriveSchool Circle DriveName Intersection Setup
000Pedestrian Volume [ped/h]
1805135057Total Analysis Volume [veh/h]
40139014Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.95000.95000.95000.95000.95000.9500Peak Hour Factor
1704833054Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
13001500Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
4001800Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.02001.02001.02001.02001.02001.0200Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 00470053Base Volume Input [veh/h]
Project DrivewaySchool Circle DriveSchool Circle DriveName Volumes
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY CUM WP
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
AIntersection LOS

2.57d_I, Intersection Delay [s/veh]
AAAApproach LOS

8.633.000.00d_A, Approach Delay [s/veh]

1.361.361.491.490.000.0095th-Percentile Queue Length [ft/ln]

0.050.050.060.060.000.0095th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS

8.639.610.007.370.000.00d_M, Delay for Movement [s/veh]

0.020.000.000.020.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY CUM WP
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report

0.018Volume to Capacity (v/c):

CLevel Of Service:

21.9Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 102: Central Avenue at Project Driveway
Intersection Level Of Service Report
NoNoYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]
100.000.000.000.000.000.00Exit Pocket Length [ft]
100000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 010000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Central AvenueCentral AvenueProject DrivewayName
Intersection Setup
000Pedestrian Volume [ped/h]
800024646334Total Analysis Volume [veh/h]
2000616281Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.95000.95000.95000.95000.95000.9500Peak Hour Factor
760023614314Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
0016-16150Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
18070164Site-Generated Trips [veh/h]
600700In-Process Volume [veh/h]

1.02001.02001.02001.02001.02001.0200Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 7220061100Base Volume Input [veh/h]
Central AvenueCentral AvenueProject DrivewayName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY CUM WP
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report
CIntersection LOS

0.30d_I, Intersection Delay [s/veh]
AABApproach LOS

0.000.0012.11d_A, Approach Delay [s/veh]

0.000.000.000.005.465.4695th-Percentile Queue Length [ft/ln]

0.000.000.000.000.220.2295th-Percentile Queue Length [veh/ln] AAAABCMovement LOS

0.008.930.000.0010.9321.86d_M, Delay for Movement [s/veh]

0.010.000.000.010.050.02V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY CUM WP
Riverside Raising Cane's (820)
Version 2022 (SP 0-11)
Generated with
Exhibit 10 - Traffic Report

APPENDIX D

CUMULATIVE PROJECTS INFORMATION
Exhibit 10 - Traffic Report

TOTAL CUMULATIVE PROJECTS TRAFFIC
PM Peak Hour

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
1 School Circle Drive at Central Avenue 0 0 0 0 0 0 0 7 0 0 6 0 2 Brockton Avenue at Central Avenue 1 1 0 0 0 0 0 6 1 0 5 0 3 Magnolia Avenue at Central Avenue 0 4 0 6 2 2 3 3 0 0 3 6 4 School Circle Drive at Project Driveway 0 0 0 0 0 0 0 0 0 0 0 0 5 Central Avenue at Project Driveway 0 0 0 0 0 0 0 7 0 0 6 0 Exhibit 10 - Traffic Report
Enter only in blue cells
Int. #: 1
Mirror distribution? Y Entire Intersection TOTAL CUMULATIVE PROJECTS TRAFFIC Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
Mirror distribution? AM In 0 0 0 0 0 0 0 3 0 0 1 0
AM Out 0 0 0 0 0 0 0 2 0 0 5 0
AM Tot 0 0 0 0 0 0 0 5 0 0 6 0
PM In 0 0 0 0 0 0 0 6 0 0 2 0
PM Out 0 0 0 0 0 0 0 1 0 0 4 0
PM Tot 0 0 0 0 0 0 0 7 0 0 6 0
Zone # 1 4704 Jurupa Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 20% AM In 3 0 0 0 0 0 0 0 0 0 0 1 0
Y 0% 0% 0% 0% 0% 0% 0% 20% 0% 0% 0% 0%
AM Out AM Out 8 0 0 0 0 0 0 0 2 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 20% 0% PM In 9 0 0 0 0 0 0 0 0 0 0 2 0 PM Out 0% 0% 0% 0% 0% 0% 0% 20% 0% 0% 0% 0% PM Out 5 0 0 0 0 0 0 0 1 0 0 0 0 Zone # 2 6186 Magnolia Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 30% AM In 3 0 0 0 0 0 0 0 1 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 30% 0%
AM Out AM Out 10 0 0 0 0 0 0 0 0 0 0 3 0
PM In 0% 0% 0% 0% 0% 0% 0% 30% 0% 0% 0% 0% PM In 11 0 0 0 0 0 0 0 3 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 30% 0% PM Out 6 0 0 0 0 0 0 0 0 0 0 2 0 Zone # 3 Cumulative Projects 3 and 4
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% AM In 9 0 0 0 0 0 0 0 1 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% 0%
AM Out AM Out 17 0 0 0 0 0 0 0 0 0 0 2 0
PM In 0% 0% 0% 0% 0% 0% 0% 10% 0% 0% 0% 0% PM In 20 0 0 0 0 0 0 0 2 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% 0% PM Out 14 0 0 0 0 0 0 0 0 0 0 1 0 Zone # 4 3763 Tibbetts Street
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 20% AM In 6 0 0 0 0 0 0 0 1 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 20% 0%
AM Out AM Out 2 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 20% 0% 0% 0% 0% PM In 3 0 0 0 0 0 0 0 1 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 20% 0% PM Out 7 0 0 0 0 0 0 0 0 0 0 1 0 School Circle Drive at Central Avenue
Yellow cells calculate
Exhibit 10 - Traffic Report
Int. #: 1 School Circle Drive at Central Avenue
Zone # 5 Cumulative Projects 6 and 7
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 2 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 3 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 4 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 3 0 0 0 0 0 0 0 0 0 0 0 0 Exhibit 10 - Traffic Report
Int. #: 2

Y TOTAL CUMULATIVE PROJECTS TRAFFIC
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 0 0 0 0 1 0 0 2 1 0 1 0
AM Out 0 0 0 0 0 0 0 2 0 0 5 0
AM Tot 0 0 0 0 1 0 0 4 1 0 6 0
PM In 0 0 0 0 0 0 0 5 1 0 2 0
PM Out 1 1 0 0 0 0 0 1 0 0 3 0
PM Tot 1 1 0 0 0 0 0 6 1 0 5 0
Zone # 1 4704 Jurupa Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 20% AM In 3 0 0 0 0 0 0 0 0 0 0 1 0
Y 0% 0% 0% 0% 0% 0% 0% 20% 0% 0% 0% 0%
AM Out AM Out 8 0 0 0 0 0 0 0 2 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 20% 0% PM In 9 0 0 0 0 0 0 0 0 0 0 2 0 PM Out 0% 0% 0% 0% 0% 0% 0% 20% 0% 0% 0% 0% PM Out 5 0 0 0 0 0 0 0 1 0 0 0 0 Zone # 2 6186 Magnolia Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 30% AM In 3 0 0 0 0 0 0 0 1 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 30% 0%
AM Out AM Out 10 0 0 0 0 0 0 0 0 0 0 3 0
PM In 0% 0% 0% 0% 0% 0% 0% 30% 0% 0% 0% 0% PM In 11 0 0 0 0 0 0 0 3 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 30% 0% PM Out 6 0 0 0 0 0 0 0 0 0 0 2 0 Zone # 3 Cumulative Projects 3 and 4
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% AM In 9 0 0 0 0 0 0 0 1 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% 0%
AM Out AM Out 17 0 0 0 0 0 0 0 0 0 0 2 0
PM In 0% 0% 0% 0% 0% 0% 0% 10% 0% 0% 0% 0% PM In 20 0 0 0 0 0 0 0 2 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% 0% PM Out 14 0 0 0 0 0 0 0 0 0 0 1 0 Zone # 4 3763 Tibbetts Street
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% 20% AM In 6 0 0 0 0 1 0 0 0 1 0 0 0
Y 20% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 2 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 10% 0% 0% 0% 20% 0% 0% 0% PM In 3 0 0 0 0 0 0 0 0 1 0 0 0 PM Out 20% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 7 1 1 0 0 0 0 0 0 0 0 0 0 Brockton Avenue at Central Avenue
Exhibit 10 - Traffic Report
Int. #: 2 Brockton Avenue at Central Avenue
Zone # 5 Cumulative Projects 6 and 7
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 2 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 3 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 4 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 3 0 0 0 0 0 0 0 0 0 0 0 0 Exhibit 10 - Traffic Report
Int. #: 3

Y TOTAL CUMULATIVE PROJECTS TRAFFIC
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 0 1 0 2 1 0 1 1 0 0 1 1
AM Out 0 1 0 3 2 3 0 2 0 0 2 3
AM Tot 0 2 0 5 3 3 1 3 0 0 3 4
PM In 0 2 0 4 1 0 3 2 0 0 2 3
PM Out 0 2 0 2 1 2 0 1 0 0 1 3
PM Tot 0 4 0 6 2 2 3 3 0 0 3 6
Zone # 1 4704 Jurupa Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 20% AM In 3 0 0 0 0 0 0 0 0 0 0 1 0
Y 0% 0% 0% 0% 0% 0% 0% 20% 0% 0% 0% 0%
AM Out AM Out 8 0 0 0 0 0 0 0 2 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 20% 0% PM In 9 0 0 0 0 0 0 0 0 0 0 2 0 PM Out 0% 0% 0% 0% 0% 0% 0% 20% 0% 0% 0% 0% PM Out 5 0 0 0 0 0 0 0 1 0 0 0 0 Zone # 2 6186 Magnolia Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 20% 30% 30% AM In 3 0 1 0 0 0 0 1 0 0 0 0 1
Y 0% 0% 0% 30% 20% 30% 0% 0% 0% 0% 0% 0%
AM Out AM Out 10 0 0 0 3 2 3 0 0 0 0 0 0
PM In 0% 20% 0% 0% 0% 0% 30% 0% 0% 0% 0% 30% PM In 11 0 2 0 0 0 0 3 0 0 0 0 3 PM Out 0% 0% 0% 30% 20% 30% 0% 0% 0% 0% 0% 0% PM Out 6 0 0 0 2 1 2 0 0 0 0 0 0 Zone # 3 Cumulative Projects 3 and 4
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 20% 10% AM In 9 0 0 0 2 0 0 0 1 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% 20%
AM Out AM Out 17 0 0 0 0 0 0 0 0 0 0 2 3
PM In 0% 0% 0% 20% 0% 0% 0% 10% 0% 0% 0% 0% PM In 20 0 0 0 4 0 0 0 2 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% 20% PM Out 14 0 0 0 0 0 0 0 0 0 0 1 3 Zone # 4 3763 Tibbetts Street
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% AM In 6 0 0 0 0 1 0 0 0 0 0 0 0
Y 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 2 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0% PM In 3 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 7 0 1 0 0 0 0 0 0 0 0 0 0 Magnolia Avenue at Central Avenue
Exhibit 10 - Traffic Report
Int. #: 3 Magnolia Avenue at Central Avenue
Zone # 5 Cumulative Projects 6 and 7
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 20% AM In 2 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 20% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 3 0 1 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 20% 0% 0% 0% 0% 0% 0% 0% PM In 4 0 0 0 0 1 0 0 0 0 0 0 0 PM Out 0% 20% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 3 0 1 0 0 0 0 0 0 0 0 0 0 Exhibit 10 - Traffic Report
Int. #: 4

Y TOTAL CUMULATIVE PROJECTS TRAFFIC
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 0 0 0 0 0 0 0 0 0 0 0 0
AM Out 0 0 0 0 0 0 0 0 0 0 0 0
AM Tot 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0 0 0 0 0 0 0 0 0 0 0 0
PM Out 0 0 0 0 0 0 0 0 0 0 0 0
PM Tot 0 0 0 0 0 0 0 0 0 0 0 0
Zone # 1 4704 Jurupa Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 3 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 8 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 9 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 5 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 2 6186 Magnolia Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 3 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 10 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 11 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 6 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 3 Cumulative Projects 3 and 4
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 9 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 17 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 20 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 14 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 4 3763 Tibbetts Street
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 2 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 3 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 7 0 0 0 0 0 0 0 0 0 0 0 0 School Circle Drive at Project Driveway
Exhibit 10 - Traffic Report
Int. #: 4 School Circle Drive at Project Driveway
Zone # 5 Cumulative Projects 6 and 7
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 2 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 3 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 4 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 3 0 0 0 0 0 0 0 0 0 0 0 0 Exhibit 10 - Traffic Report
Int. #: 5

Y TOTAL CUMULATIVE PROJECTS TRAFFIC
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 0 0 0 0 0 0 0 3 0 0 1 0
AM Out 0 0 0 0 0 0 0 2 0 0 5 0
AM Tot 0 0 0 0 0 0 0 5 0 0 6 0
PM In 0 0 0 0 0 0 0 6 0 0 2 0
PM Out 0 0 0 0 0 0 0 1 0 0 4 0
PM Tot 0 0 0 0 0 0 0 7 0 0 6 0
Zone # 1 4704 Jurupa Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 20% AM In 3 0 0 0 0 0 0 0 0 0 0 1 0
Y 0% 0% 0% 0% 0% 0% 0% 20% 0% 0% 0% 0%
AM Out AM Out 8 0 0 0 0 0 0 0 2 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 20% 0% PM In 9 0 0 0 0 0 0 0 0 0 0 2 0 PM Out 0% 0% 0% 0% 0% 0% 0% 20% 0% 0% 0% 0% PM Out 5 0 0 0 0 0 0 0 1 0 0 0 0 Zone # 2 6186 Magnolia Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 30% AM In 3 0 0 0 0 0 0 0 1 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 30% 0%
AM Out AM Out 10 0 0 0 0 0 0 0 0 0 0 3 0
PM In 0% 0% 0% 0% 0% 0% 0% 30% 0% 0% 0% 0% PM In 11 0 0 0 0 0 0 0 3 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 30% 0% PM Out 6 0 0 0 0 0 0 0 0 0 0 2 0 Zone # 3 Cumulative Projects 3 and 4
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% AM In 9 0 0 0 0 0 0 0 1 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% 0%
AM Out AM Out 17 0 0 0 0 0 0 0 0 0 0 2 0
PM In 0% 0% 0% 0% 0% 0% 0% 10% 0% 0% 0% 0% PM In 20 0 0 0 0 0 0 0 2 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% 0% PM Out 14 0 0 0 0 0 0 0 0 0 0 1 0 Zone # 4 3763 Tibbetts Street
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 20% AM In 6 0 0 0 0 0 0 0 1 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 20% 0%
AM Out AM Out 2 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 20% 0% 0% 0% 0% PM In 3 0 0 0 0 0 0 0 1 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 20% 0% PM Out 7 0 0 0 0 0 0 0 0 0 0 1 0 Central Avenue at Project Driveway
Exhibit 10 - Traffic Report
Int. #: 5 Central Avenue at Project Driveway
Zone # 5 Cumulative Projects 6 and 7
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 2 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 3 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 4 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 3 0 0 0 0 0 0 0 0 0 0 0 0 Exhibit 10 - Traffic Report

APPENDIX E

DRIVE-THROUGH QUEUING DATA

COLLECTION
Exhibit 10 - Traffic Report
Locations: 17-1215-001 Day: Thursday
City: Laguna Hills,CA Date:
11:00:40 AM 1 1 2 4:00:00 PM 3 0 3
11:01:23 AM 2 0 2 4:00:59 PM 3 1 4
11:02:01 AM 2 1 3 4:01:32 PM 3 2 5
11:02:40 AM 3 0 3 4:01:41 PM 4 2 6
11:03:24 AM 2 0 2 4:02:23 PM 4 3 7
11:04:38 AM 1 0 1 4:02:43 PM 3 3 6
11:05:26 AM 0 0 0 4:03:01 PM 4 2 6
11:07:48 AM 0 1 1 4:03:17 PM 4 3 7
11:08:22 AM 1 0 1 4:03:26 PM 5 3 8
11:09:33 AM 0 0 0 4:03:40 PM 4 3 7
11:17:15 AM 0 1 1 4:03:59 PM 5 2 7
11:17:26 AM 0 2 2 4:05:50 PM 4 2 6
11:17:51 AM 1 1 2 4:06:01 PM 5 1 6
11:19:12 AM 2 0 2 4:06:11 PM 5 2 7
11:19:27 AM 1 0 1 4:06:32 PM 5 3 8
11:20:08 AM 1 1 2 4:06:41 PM 4 3 7
11:20:36 AM 2 0 2 4:07:16 PM 5 2 7
11:21:05 AM 1 0 1 4:07:48 PM 4 2 6
11:23:05 AM 1 1 2 4:08:16 PM 5 1 6
11:23:17 AM 1 2 3 4:08:25 PM 4 2 6
11:23:21 AM 1 1 2 4:08:47 PM 4 1 5
11:24:06 AM 2 0 2 4:09:26 PM 4 2 6
11:25:45 AM 2 0 2 4:09:37 PM 3 2 5
11:26:53 AM 1 0 1 4:10:01 PM 4 2 6
11:28:15 AM 0 1 1 4:10:17 PM 3 2 5
11:28:45 AM 0 2 2 4:10:38 PM 4 1 5
11:29:01 AM 1 1 2 4:11:02 PM 4 0 4
11:29:47 AM 2 0 2 4:12:24 PM 4 1 5
11:29:59 AM 1 0 1 4:13:11 PM 4 0 4
11:30:19 AM 1 1 2 4:13:31 PM 4 1 5
11:31:01 AM 1 0 1 4:13:40 PM 3 1 4
11:31:55 AM 1 1 2 4:13:57 PM 3 2 5
11:32:18 AM 2 0 2 4:14:15 PM 3 1 4
11:32:25 AM 2 1 3 4:14:44 PM 3 0 3
11:32:54 AM 2 2 4 4:15:06 PM 3 1 4
11:33:07 AM 3 1 4 4:16:13 PM 4 0 4
11:33:23 AM 2 2 4 4:16:39 PM 3 0 3
11:33:59 AM 3 1 4 4:17:21 PM 3 1 4
11:34:07 AM 2 1 3 4:17:28 PM 3 2 5
11:34:49 AM 3 0 3 4:17:36 PM 2 2 4
11:35:22 AM 3 1 4 4:17:59 PM 3 1 4
11:36:02 AM 3 2 5 4:18:06 PM 3 2 5
11:36:34 AM 3 1 4 4:18:12 PM 3 3 6
11:36:51 AM 3 2 5 4:18:18 PM 3 4 7
11:37:00 AM 3 1 4 4:18:34 PM 4 4 8
11:37:27 AM 4 0 4 4:19:02 PM 4 5 9
11:38:07 AM 3 0 3 4:19:11 PM 3 5 8
11:38:39 AM 2 0 2 4:19:35 PM 4 4 8
11:38:58 AM 1 0 1 4:19:45 PM 3 4 7
11:39:19 AM 0 1 1 4:20:24 PM 4 3 7
11:40:16 AM 1 0 1 4:20:31 PM 3 3 6
11:41:34 AM 0 0 0 4:20:53 PM 4 2 6
11:42:11 AM 0 1 1 4:21:12 PM 4 1 5
11:42:50 AM 1 0 1 4:21:27 PM 4 2 6
11:43:15 AM 1 1 2 4:22:17 PM 5 1 6
11:43:43 AM 0 1 1 4:24:00 PM 4 1 5
11:44:10 AM 1 0 1 4:25:15 PM 5 0 5
11:44:26 AM 1 1 2 4:25:22 PM 5 1 6
11:44:36 AM 1 2 3 4:26:43 PM 4 1 5
11:44:56 AM 2 1 3 4:26:52 PM 4 2 6
11:45:33 AM 3 1 4 4:27:01 PM 4 3 7
TotalBehind Order
Board
Behind Order
Board
10/19/2017
Prepared by National Data & Surveying Services
Queue Study
Arrival Time Pick-up to
Order Board Total Arrival Time Pick-up to
Order Board
Thursday Queue
Exhibit 10 - Traffic Report
Locations: 17-1215-001 Day: Thursday
City: Laguna Hills,CA Date:

TotalBehind Order
Board
Behind Order
Board
10/19/2017
Arrival Time Pick-up to
Order Board Total Arrival Time Pick-up to
Order Board
11:45:36 AM 2 2 4 4:27:06 PM 4 4 8
11:45:50 AM 3 1 4 4:27:29 PM 3 4 7
11:46:20 AM 2 1 3 4:27:35 PM 3 5 8
11:46:38 AM 3 0 3 4:27:49 PM 4 4 8
11:46:47 AM 2 1 3 4:27:58 PM 3 4 7
11:47:02 AM 2 2 4 4:28:27 PM 3 5 8
11:47:22 AM 2 1 3 4:28:34 PM 4 4 8
11:47:51 AM 3 0 3 4:29:14 PM 4 3 7
11:48:00 AM 2 0 2 4:29:44 PM 4 2 6
11:48:46 AM 1 0 1 4:30:25 PM 5 1 6
11:50:58 AM 1 1 2 4:32:00 PM 4 2 6
11:51:31 AM 2 0 2 4:32:25 PM 5 1 6
11:51:40 AM 1 1 2 4:32:39 PM 4 1 5
11:52:13 AM 2 0 2 4:33:19 PM 5 0 5
11:52:42 AM 1 0 1 4:33:28 PM 4 0 4
11:53:19 AM 1 1 2 4:33:38 PM 4 1 5
11:53:40 AM 1 2 3 4:33:44 PM 4 2 6
11:53:51 AM 2 1 3 4:33:58 PM 4 3 7
11:54:32 AM 3 0 3 4:34:13 PM 5 2 7
11:55:01 AM 2 1 3 4:34:29 PM 4 2 6
11:55:17 AM 2 2 4 4:35:01 PM 4 3 7
11:55:34 AM 1 2 3 4:35:19 PM 4 2 6
11:56:04 AM 0 3 3 4:35:33 PM 4 3 7
11:56:10 AM 0 4 4 4:35:53 PM 4 3 7
11:56:42 AM 0 5 5 4:37:11 PM 3 3 6
11:57:30 AM 0 6 6 4:37:21 PM 4 2 6
11:57:42 AM 0 7 7 4:37:57 PM 4 1 5
11:58:03 AM 1 7 8 4:38:25 PM 5 0 5
11:58:39 AM 2 6 8 4:39:12 PM 4 0 4
11:59:08 AM 2 7 9 4:39:36 PM 4 1 5
11:59:17 AM 3 8 11 4:40:06 PM 4 0 4
11:59:40 AM 4 7 11 4:40:19 PM 4 1 5
12:00:00 PM 4 5 9 4:40:45 PM 3 2 5
12:00:18 PM 3 5 8 4:40:58 PM 3 3 6
12:00:29 PM 4 4 8 4:41:05 PM 4 2 6
12:00:48 PM 3 4 7 4:41:16 PM 4 3 7
12:00:58 PM 3 5 8 4:43:22 PM 4 3 7
12:02:07 PM 4 4 8 4:43:47 PM 4 4 8
12:02:12 PM 3 4 7 4:44:24 PM 4 5 9
12:02:32 PM 3 3 6 4:45:06 PM 4 5 9
12:03:07 PM 4 2 6 4:45:51 PM 3 4 7
12:03:55 PM 4 1 5 4:46:16 PM 4 3 7
12:04:05 PM 3 1 4 4:46:50 PM 3 3 6
12:04:37 PM 4 0 4 4:47:52 PM 3 4 7
12:04:56 PM 3 0 3 4:48:20 PM 2 4 6
12:05:18 PM 2 1 3 4:48:32 PM 3 3 6
12:05:56 PM 2 0 2 4:49:00 PM 3 2 5
12:06:03 PM 1 0 1 4:49:31 PM 3 3 6
12:06:23 PM 1 1 2 4:49:36 PM 3 4 7
12:07:03 PM 2 0 2 4:49:50 PM 4 3 7
12:07:11 PM 1 0 1 4:50:05 PM 3 3 6
12:08:24 PM 0 1 1 4:50:23 PM 2 3 5
12:08:51 PM 0 2 2 4:50:39 PM 3 2 5
12:09:00 PM 1 2 3 4:50:51 PM 2 2 4
12:09:43 PM 0 3 3 4:51:35 PM 3 2 5
12:10:08 PM 1 2 3 4:52:04 PM 3 3 6
12:10:41 PM 2 1 3 4:52:15 PM 3 4 7
12:11:14 PM 3 0 3 4:52:26 PM 4 4 8
12:11:29 PM 3 1 4 4:52:58 PM 4 3 7
12:12:12 PM 3 2 5 4:53:21 PM 3 3 6
12:12:29 PM 3 1 4 4:53:31 PM 4 2 6
12:12:44 PM 2 1 3 4:53:47 PM 3 2 5
12:12:58 PM 1 1 2 4:53:59 PM 3 3 6
12:13:06 PM 2 0 2 4:54:05 PM 4 2 6
12:13:14 PM 2 1 3 4:54:26 PM 3 2 5
12:13:29 PM 1 1 2 4:54:39 PM 2 3 5
12:14:11 PM 2 0 2 4:55:01 PM 3 2 5
Thursday Queue
Exhibit 10 - Traffic Report
Locations: 17-1215-001 Day: Thursday
City: Laguna Hills,CA Date:

TotalBehind Order
Board
Behind Order
Board
10/19/2017
Arrival Time Pick-up to
Order Board Total Arrival Time Pick-up to
Order Board
12:14:18 PM 1 0 1 4:55:43 PM 3 1 4
12:16:09 PM 0 0 0 4:56:23 PM 3 0 3
12:16:29 PM 0 1 1 4:56:41 PM 3 1 4
12:16:36 PM 0 2 2 4:56:46 PM 3 2 5
12:16:43 PM 0 3 3 4:56:59 PM 2 2 4
12:17:12 PM 0 4 4 4:57:27 PM 3 2 5
12:17:36 PM 1 3 4 4:57:52 PM 2 2 4
12:17:49 PM 1 4 5 4:58:04 PM 3 2 5
12:18:00 PM 1 5 6 4:58:44 PM 2 2 4
12:18:07 PM 2 5 7 4:58:52 PM 3 1 4
12:18:30 PM 2 6 8 4:59:18 PM 3 0 3
12:18:43 PM 2 7 9 4:59:34 PM 3 1 4
12:19:05 PM 2 7 9 4:59:40 PM 3 2 5
12:19:16 PM 2 6 8 4:59:42 PM 3 3 6
12:19:49 PM 3 5 8 5:00:01 PM 3 2 5
12:20:20 PM 4 4 8 5:01:05 PM 4 1 5
12:20:37 PM 3 5 8 5:01:20 PM 3 1 4
12:21:10 PM 3 6 9 5:01:49 PM 4 0 4
12:21:31 PM 4 6 10 5:03:00 PM 3 1 4
12:21:52 PM 4 6 10 5:03:32 PM 4 0 4
12:22:30 PM 4 7 11 5:03:49 PM 3 0 3
12:22:42 PM 5 7 12 5:04:30 PM 3 1 4
12:23:31 PM 5 8 13 5:04:40 PM 3 2 5
12:24:12 PM 5 7 12 5:05:16 PM 3 1 4
12:24:33 PM 4 7 11 5:05:18 PM 3 2 5
12:25:01 PM 4 6 10 5:05:49 PM 4 2 6
12:25:19 PM 4 7 11 5:07:07 PM 4 2 6
12:26:09 PM 5 7 12 5:07:31 PM 5 1 6
12:26:35 PM 5 8 13 5:07:40 PM 4 2 6
12:27:00 PM 5 9 14 5:08:02 PM 3 2 5
12:27:08 PM 5 10 15 5:08:10 PM 4 1 5
12:28:02 PM 4 10 14 5:08:16 PM 4 2 6
12:28:23 PM 3 10 13 5:08:33 PM 4 3 7
12:28:34 PM 4 9 13 5:08:44 PM 5 2 7
12:29:14 PM 3 9 12 5:09:15 PM 4 2 6
12:30:22 PM 4 8 12 5:09:26 PM 4 3 7
12:30:43 PM 3 9 12 5:09:38 PM 4 2 6
12:30:51 PM 4 9 13 5:10:09 PM 4 1 5
12:30:59 PM 3 10 13 5:10:38 PM 5 0 5
12:31:33 PM 4 9 13 5:10:43 PM 5 1 6
12:31:47 PM 4 8 12 5:10:49 PM 5 2 7
12:32:13 PM 4 9 13 5:10:55 PM 4 2 6
12:32:42 PM 3 9 12 5:11:06 PM 4 3 7
12:33:38 PM 4 8 12 5:11:17 PM 5 3 8
12:33:43 PM 3 8 11 5:11:36 PM 5 2 7
12:34:02 PM 2 8 10 5:12:04 PM 4 2 6
12:34:36 PM 1 9 10 5:12:28 PM 3 2 5
12:35:03 PM 1 10 11 5:12:47 PM 4 2 6
12:35:26 PM 0 10 10 5:13:07 PM 4 1 5
12:35:52 PM 1 9 10 5:13:19 PM 3 1 4
12:36:31 PM 2 9 11 5:13:44 PM 4 1 5
12:37:06 PM 3 8 11 5:13:53 PM 3 1 4
12:37:38 PM 4 9 13 5:14:59 PM 4 0 4
12:37:52 PM 4 9 13 5:15:29 PM 4 1 5
12:38:02 PM 3 9 12 5:16:03 PM 3 2 5
12:38:32 PM 2 9 11 5:16:14 PM 3 1 4
12:38:44 PM 3 8 11 5:17:06 PM 4 1 5
12:39:23 PM 3 7 10 5:17:39 PM 3 1 4
12:39:50 PM 2 8 10 5:18:00 PM 4 1 5
12:40:19 PM 1 8 9 5:18:17 PM 3 1 4
12:40:35 PM 1 7 8 5:18:39 PM 3 2 5
12:41:09 PM 2 8 10 5:18:41 PM 2 2 4
12:41:16 PM 3 7 10 5:19:24 PM 3 1 4
12:41:42 PM 3 6 9 5:19:40 PM 3 2 5
12:42:46 PM 3 7 10 5:20:27 PM 4 1 5
12:43:08 PM 2 7 9 5:20:35 PM 3 2 5
12:43:26 PM 2 6 8 5:20:47 PM 2 3 5
Thursday Queue
Exhibit 10 - Traffic Report
Locations: 17-1215-001 Day: Thursday
City: Laguna Hills,CA Date:

TotalBehind Order
Board
Behind Order
Board
10/19/2017
Arrival Time Pick-up to
Order Board Total Arrival Time Pick-up to
Order Board
12:43:53 PM 3 5 8 5:21:21 PM 2 4 6
12:44:39 PM 3 6 9 5:21:30 PM 2 5 7
12:44:43 PM 2 6 8 5:21:40 PM 3 4 7
12:44:57 PM 1 6 7 5:22:02 PM 4 3 7
12:45:15 PM 2 5 7 5:22:19 PM 3 3 6
12:45:29 PM 1 5 6 5:23:17 PM 4 2 6
12:45:46 PM 2 5 7 5:23:19 PM 3 2 5
12:46:04 PM 3 5 8 5:23:30 PM 3 3 6
12:46:18 PM 2 6 8 5:24:02 PM 4 2 6
12:46:42 PM 1 6 7 5:24:25 PM 3 2 5
12:46:56 PM 2 6 8 5:24:40 PM 2 3 5
12:47:09 PM 2 7 9 5:24:57 PM 3 2 5
12:47:37 PM 1 8 9 5:25:38 PM 3 3 6
12:48:10 PM 0 8 8 5:25:47 PM 3 3 6
12:48:44 PM 1 7 8 5:26:18 PM 3 4 7
12:49:18 PM 1 8 9 5:26:31 PM 4 5 9
12:49:30 PM 2 7 9 5:27:19 PM 4 4 8
12:50:06 PM 2 6 8 5:28:00 PM 3 4 7
12:50:25 PM 2 7 9 5:28:16 PM 4 3 7
12:50:36 PM 3 6 9 5:28:57 PM 4 2 6
12:50:45 PM 2 6 8 5:29:08 PM 4 3 7
12:51:09 PM 3 5 8 5:29:17 PM 4 4 8
12:51:21 PM 2 5 7 5:29:28 PM 5 3 8
12:51:41 PM 2 6 8 5:31:01 PM 5 4 9
12:51:48 PM 3 5 8 5:31:20 PM 5 5 10
12:52:22 PM 3 6 9 5:32:26 PM 5 4 9
12:52:29 PM 3 6 9 5:33:20 PM 4 4 8
12:52:43 PM 2 6 8 5:33:32 PM 5 3 8
12:52:50 PM 3 5 8 5:33:47 PM 5 2 7
12:53:13 PM 2 5 7 5:34:05 PM 4 3 7
12:53:23 PM 3 4 7 5:34:30 PM 3 3 6
12:54:08 PM 3 3 6 5:35:17 PM 4 2 6
12:54:28 PM 4 2 6 5:36:02 PM 5 1 6
12:54:52 PM 3 2 5 5:36:54 PM 5 2 7
12:55:06 PM 2 2 4 5:37:20 PM 5 3 8
12:55:21 PM 1 3 4 5:38:15 PM 4 2 6
12:55:46 PM 2 2 4 5:39:39 PM 4 1 5
12:56:12 PM 3 1 4 5:39:58 PM 4 2 6
12:57:32 PM 3 2 5 5:40:33 PM 5 1 6
12:57:42 PM 4 3 7 5:40:55 PM 4 1 5
12:58:11 PM 3 3 6 5:42:02 PM 4 2 6
12:58:27 PM 2 3 5 5:42:10 PM 4 3 7
12:58:36 PM 3 2 5 5:42:13 PM 4 4 8
12:58:47 PM 3 3 6 5:42:31 PM 4 3 7
12:59:08 PM 4 2 6 5:42:51 PM 4 4 8
12:59:16 PM 3 2 5 5:43:39 PM 4 3 7
1:00:07 PM 4 1 5 5:43:57 PM 3 4 7
1:00:15 PM 3 2 5 5:44:08 PM 3 5 8
1:00:33 PM 4 1 5 5:44:39 PM 4 4 8
1:00:52 PM 3 1 4 5:44:49 PM 3 4 7
1:01:03 PM 4 0 4 5:45:01 PM 3 5 8
1:01:10 PM 4 1 5 5:45:17 PM 3 6 9
1:01:43 PM 5 0 5 5:47:23 PM 4 6 10
1:02:21 PM 4 0 4 5:47:49 PM 3 7 10
1:02:42 PM 3 0 3 5:48:09 PM 4 6 10
1:03:24 PM 2 1 3 5:48:56 PM 3 7 10
1:03:51 PM 3 0 3 5:50:01 PM 4 8 12
1:04:34 PM 3 1 4 5:51:02 PM 5 8 13
1:04:39 PM 3 2 5 5:51:32 PM 5 8 13
1:05:09 PM 3 3 6 5:52:01 PM 5 7 12
1:05:18 PM 3 4 7 5:53:08 PM 5 6 11
1:05:30 PM 4 3 7 5:53:54 PM 5 6 11
1:05:39 PM 4 4 8 5:54:40 PM 5 6 11
1:05:51 PM 3 4 7 5:55:46 PM 5 6 11
1:06:06 PM 4 3 7 5:56:11 PM 4 7 11
1:06:28 PM 3 3 6 5:56:44 PM 5 6 11
1:07:41 PM 2 3 5 5:56:57 PM 5 6 11
Thursday Queue
Exhibit 10 - Traffic Report
Locations: 17-1215-001 Day: Thursday
City: Laguna Hills,CA Date:

TotalBehind Order
Board
Behind Order
Board
10/19/2017
Arrival Time Pick-up to
Order Board Total Arrival Time Pick-up to
Order Board
1:08:02 PM 3 2 5 5:57:48 PM 5 7 12
1:08:23 PM 4 2 6 5:58:06 PM 5 6 11
1:08:36 PM 4 3 7 5:58:22 PM 4 6 10
1:09:07 PM 4 2 6 5:59:14 PM 5 6 11
1:09:40 PM 4 3 7 6:00:00 PM 4 7 11
1:10:25 PM 5 2 7 6:00:09 PM 5 6 11
1:10:41 PM 4 1 5 6:01:23 PM 5 6 11
1:10:49 PM 3 1 4 6:02:01 PM 5 6 11
1:11:19 PM 4 0 4 6:02:33 PM 5 5 10
1:12:40 PM 4 1 5 6:03:40 PM 5 4 9
1:12:51 PM 3 1 4 6:04:39 PM 4 5 9
1:12:57 PM 3 2 5 6:05:14 PM 3 6 9
1:13:33 PM 4 1 5 6:05:30 PM 3 5 8
1:13:59 PM 3 1 4 6:06:44 PM 2 5 7
1:14:16 PM 4 1 5 6:06:55 PM 3 5 8
1:14:28 PM 3 1 4 6:07:39 PM 2 6 8
1:14:34 PM 3 2 5 6:07:56 PM 2 7 9
1:14:41 PM 3 3 6 6:08:39 PM 3 6 9
1:14:56 PM 3 4 7 6:08:51 PM 3 5 8
1:15:40 PM 4 3 7 6:09:31 PM 4 4 8
1:15:47 PM 4 4 8 6:09:42 PM 4 5 9
1:16:06 PM 5 3 8 6:10:38 PM 4 6 10
1:16:18 PM 5 4 9 6:11:19 PM 4 5 9
1:16:23 PM 5 5 10 6:12:09 PM 3 5 8
1:16:43 PM 5 5 10 6:12:44 PM 3 4 7
1:17:19 PM 5 5 10 6:13:15 PM 3 3 6
1:17:34 PM 4 5 9 6:13:54 PM 4 3 7
1:17:49 PM 4 4 8 6:14:28 PM 3 3 6
1:18:25 PM 5 3 8 6:14:52 PM 4 3 7
1:18:37 PM 5 2 7 6:15:09 PM 4 4 8
1:18:58 PM 5 1 6 6:15:35 PM 4 5 9
1:19:33 PM 5 0 5 6:15:42 PM 4 6 10
1:19:53 PM 5 1 6 6:15:59 PM 4 6 10
1:20:07 PM 4 1 5 6:16:28 PM 3 7 10
1:20:28 PM 5 0 5 6:16:51 PM 2 8 10
1:20:48 PM 4 0 4 6:17:03 PM 3 7 10
1:21:03 PM 4 1 5 6:17:49 PM 2 7 9
1:21:09 PM 3 2 5 6:18:40 PM 3 6 9
1:21:42 PM 4 1 5 6:19:02 PM 3 5 8
1:21:54 PM 3 2 5 6:19:10 PM 3 6 9
1:22:37 PM 2 3 5 6:19:38 PM 3 7 10
1:22:51 PM 3 2 5 6:19:46 PM 4 6 10
1:22:58 PM 2 2 4 6:20:15 PM 5 5 10
1:23:34 PM 3 1 4 6:20:31 PM 5 6 11
1:23:53 PM 3 2 5 6:20:40 PM 5 7 12
1:24:01 PM 2 2 4 6:21:23 PM 5 7 12
1:24:23 PM 3 1 4 6:21:32 PM 4 7 11
1:24:54 PM 4 0 4 6:22:18 PM 4 7 11
1:25:17 PM 4 1 5 6:22:58 PM 5 7 12
1:25:50 PM 3 1 4 6:23:35 PM 4 8 12
1:26:13 PM 2 1 3 6:24:13 PM 3 8 11
1:26:21 PM 3 0 3 6:24:38 PM 4 8 12
1:27:14 PM 3 1 4 6:25:17 PM 5 8 13
1:27:23 PM 3 2 5 6:26:30 PM 4 7 11
1:28:29 PM 3 3 6 6:26:49 PM 4 8 12
1:28:30 PM 4 2 6 6:27:22 PM 3 9 12
1:28:38 PM 5 1 6 6:28:28 PM 3 10 13
1:29:53 PM 5 0 5 6:29:01 PM 4 9 13
1:30:22 PM 5 1 6 6:29:10 PM 5 8 13
1:30:46 PM 5 0 5 6:29:23 PM 5 7 12
1:32:09 PM 4 0 4 6:30:26 PM 5 6 11
1:32:11 PM 3 0 3 6:31:09 PM 5 6 11
1:32:27 PM 2 0 2 6:32:38 PM 5 6 11
1:32:40 PM 1 0 1 6:33:17 PM 5 7 12
1:32:45 PM 0 1 1 6:33:27 PM 5 6 11
1:33:00 PM 0 2 2 6:33:43 PM 4 6 10
1:33:11 PM 1 1 2 6:34:05 PM 5 6 11
Thursday Queue
Exhibit 10 - Traffic Report
Locations: 17-1215-001 Day: Thursday
City: Laguna Hills,CA Date:

TotalBehind Order
Board
Behind Order
Board
10/19/2017
Arrival Time Pick-up to
Order Board Total Arrival Time Pick-up to
Order Board
1:34:14 PM 2 0 2 6:34:22 PM 5 7 12
1:34:36 PM 1 0 1 6:35:23 PM 5 6 11
1:35:49 PM 1 1 2 6:35:51 PM 5 7 12
1:36:10 PM 1 2 3 6:36:25 PM 5 7 12
1:36:32 PM 2 1 3 6:36:35 PM 5 8 13
1:37:29 PM 2 0 2 6:36:49 PM 4 8 12
1:38:26 PM 2 1 3 6:37:17 PM 5 8 13
1:39:04 PM 1 1 2 6:37:38 PM 5 9 14
1:39:38 PM 0 1 1 6:38:25 PM 4 9 13
1:39:56 PM 1 0 1 6:39:15 PM 5 8 13
1:41:11 PM 0 1 1 6:39:51 PM 4 8 12
1:42:01 PM 1 0 1 6:40:14 PM 4 7 11
1:42:14 PM 1 1 2 6:40:27 PM 4 6 10
1:42:20 PM 1 2 3 6:40:41 PM 3 6 9
1:43:10 PM 2 1 3 6:41:36 PM 4 5 9
1:43:24 PM 2 2 4 6:41:59 PM 4 6 10
1:43:33 PM 3 1 4 6:42:10 PM 5 5 10
1:43:41 PM 3 2 5 6:42:21 PM 4 5 9
1:43:49 PM 3 3 6 6:42:35 PM 4 6 10
1:44:43 PM 2 3 5 6:42:54 PM 4 5 9
1:44:46 PM 2 3 5 6:43:10 PM 4 6 10
1:45:07 PM 1 3 4 6:43:41 PM 5 6 11
1:46:33 PM 2 2 4 6:44:04 PM 5 7 12
1:47:15 PM 2 1 3 6:44:44 PM 5 6 11
1:47:49 PM 3 0 3 6:45:11 PM 4 7 11
1:48:26 PM 3 1 4 6:45:42 PM 4 6 10
1:49:08 PM 4 0 4 6:46:00 PM 5 7 12
1:49:24 PM 3 0 3 6:46:52 PM 4 8 12
1:49:35 PM 2 0 2 6:47:01 PM 5 8 13
1:49:44 PM 2 1 3 6:48:12 PM 4 7 11
1:49:55 PM 2 2 4 6:48:48 PM 4 7 11
1:50:26 PM 2 1 3 6:49:10 PM 5 8 13
1:50:45 PM 1 1 2 6:49:51 PM 5 8 13
1:50:59 PM 2 0 2 6:50:23 PM 5 8 13
1:51:18 PM 2 1 3 6:51:03 PM 5 9 14
1:51:35 PM 3 1 4 6:51:53 PM 5 9 14
1:52:12 PM 2 2 4 6:52:45 PM 5 9 14
1:52:47 PM 1 2 3 6:53:19 PM 4 10 14
1:53:02 PM 1 3 4 6:54:04 PM 4 9 13
1:53:23 PM 2 2 4 6:54:11 PM 3 10 13
1:53:33 PM 1 2 3 6:55:15 PM 4 10 14
1:53:47 PM 2 1 3 6:55:55 PM 5 9 14
1:54:39 PM 3 0 3 6:56:16 PM 4 9 13
1:54:48 PM 3 1 4 6:57:50 PM 4 9 13
1:54:52 PM 2 2 4 6:58:39 PM 5 9 14
1:55:37 PM 2 1 3 6:59:01 PM 5 9 14
1:55:54 PM 3 0 3 6:59:33 PM 4 9 13
1:56:17 PM 3 1 4 7:00:30 PM 3 9 12
1:56:45 PM 4 1 5
1:56:59 PM 5 0 5
1:57:53 PM 5 1 6
1:58:21 PM 4 1 5
1:58:30 PM 4 2 6
1:58:38 PM 3 2 5
1:58:50 PM 3 1 4
1:59:06 PM 2 1 3
1:59:15 PM 1 1 2
1:59:19 PM 2 0 2
1:59:59 PM 1 0 1
Thursday Queue
Exhibit 10 - Traffic Report
Locations: 17-1215-001 Day: Saturday
City: Laguna Hills,CA Date:
11:00:00 AM 1 0 1 4:00:00 PM 3 6 9
11:00:27 AM 0 0 0 4:00:28 PM 2 6 8
11:00:45 AM 0 1 1 4:00:52 PM 3 6 9
11:01:10 AM 1 2 3 4:01:09 PM 4 7 11
11:01:47 AM 2 1 3 4:01:43 PM 3 7 10
11:02:30 AM 2 2 4 4:02:24 PM 4 6 10
11:02:50 AM 2 3 5 4:02:34 PM 3 6 9
11:02:55 AM 2 2 4 4:02:54 PM 3 5 8
11:03:34 AM 3 1 4 4:03:19 PM 2 4 6
11:04:10 AM 2 1 3 4:03:57 PM 3 3 6
11:04:57 AM 2 2 4 4:04:10 PM 2 4 6
11:05:12 AM 3 1 4 4:04:42 PM 3 3 6
11:05:30 AM 3 2 5 4:04:56 PM 2 4 6
11:06:08 AM 2 1 3 4:05:26 PM 3 3 6
11:06:27 AM 3 1 4 4:05:43 PM 2 3 5
11:06:38 AM 4 0 4 4:06:10 PM 1 3 4
11:07:19 AM 4 1 5 4:06:15 PM 2 2 4
11:08:13 AM 5 0 5 4:06:49 PM 3 1 4
11:09:33 AM 4 0 4 4:07:23 PM 4 0 4
11:10:11 AM 3 0 3 4:07:35 PM 4 1 5
11:10:56 AM 2 0 2 4:07:49 PM 4 2 6
11:11:19 AM 1 0 1 4:08:20 PM 5 1 6
11:11:51 AM 1 1 2 4:08:40 PM 5 2 7
11:12:54 AM 2 0 2 4:09:03 PM 4 2 6
11:12:59 AM 1 0 1 4:09:22 PM 5 3 8
11:14:55 AM 1 1 2 4:09:44 PM 4 3 7
11:15:26 AM 0 1 1 4:09:58 PM 3 3 6
11:15:55 AM 1 0 1 4:10:35 PM 2 3 5
11:17:49 AM 0 1 1 4:10:45 PM 3 3 6
11:17:52 AM 1 0 1 4:11:24 PM 2 3 5
11:17:59 AM 1 1 2 4:11:30 PM 3 2 5
11:19:18 AM 0 1 1 4:11:58 PM 2 3 5
11:20:41 AM 1 2 3 4:12:18 PM 1 3 4
11:21:15 AM 2 1 3 4:12:27 PM 2 3 5
11:21:46 AM 3 0 3 4:12:44 PM 3 2 5
11:22:10 AM 3 1 4 4:13:12 PM 4 1 5
11:22:32 AM 3 0 3 4:14:17 PM 4 0 4
11:23:06 AM 2 0 2 4:14:56 PM 3 0 3
11:23:25 AM 1 0 1 4:15:07 PM 3 1 4
11:23:41 AM 0 0 0 4:15:51 PM 2 1 3
11:27:18 AM 0 1 1 4:16:10 PM 2 2 4
11:28:47 AM 1 0 1 4:16:25 PM 2 3 5
11:29:18 AM 1 1 2 4:16:41 PM 3 2 5
11:29:34 AM 1 2 3 4:17:02 PM 4 1 5
11:29:52 AM 1 1 2 4:17:34 PM 5 0 5
11:30:27 AM 2 1 3 4:18:10 PM 5 1 6
11:30:59 AM 2 0 2 4:18:20 PM 4 1 5
11:31:40 AM 1 0 1 4:18:46 PM 4 2 6
11:31:58 AM 0 0 0 4:19:00 PM 3 2 5
11:32:35 AM 0 2 2 4:19:19 PM 4 1 5
11:34:45 AM 1 1 2 4:19:39 PM 3 1 4
11:35:00 AM 2 3 5 4:19:49 PM 3 2 5
11:35:36 AM 1 3 4 4:20:07 PM 4 1 5
11:35:55 AM 2 2 4 4:20:19 PM 3 2 5
11:36:12 AM 1 2 3 4:20:50 PM 4 1 5
11:36:28 AM 1 3 4 4:21:01 PM 3 1 4
11:36:45 AM 2 3 5 4:21:09 PM 3 2 5
TotalBehind Order
Board
Behind Order
Board
10/14/2017
Prepared by National Data & Surveying Services
Queue Study
Arrival Time Pick-up to
Order Board Total Arrival Time Pick-up to
Order Board
Saturday Queue
Exhibit 10 - Traffic Report
Locations: 17-1215-001 Day: Saturday
City: Laguna Hills,CA Date:

TotalBehind Order
Board
Behind Order
Board
10/14/2017
Arrival Time Pick-up to
Order Board Total Arrival Time Pick-up to
Order Board
11:37:05 AM 1 3 4 4:21:25 PM 3 3 6
11:37:32 AM 1 6 7 4:22:07 PM 4 2 6
11:38:45 AM 0 6 6 4:22:19 PM 3 2 5
11:39:26 AM 1 7 8 4:22:45 PM 4 1 5
11:39:59 AM 2 7 9 4:23:04 PM 5 0 5
11:41:04 AM 1 11 12 4:23:22 PM 5 1 6
11:41:24 AM 2 8 10 4:24:17 PM 4 1 5
11:42:05 AM 3 5 8 4:24:48 PM 5 0 5
11:43:12 AM 3 5 8 4:25:28 PM 4 0 4
11:44:20 AM 2 6 8 4:26:46 PM 3 0 3
11:44:47 AM 2 5 7 4:26:58 PM 3 1 4
11:45:28 AM 3 6 9 4:27:37 PM 2 1 3
11:45:46 AM 2 6 8 4:28:33 PM 3 0 3
11:45:51 AM 3 6 9 4:28:44 PM 2 0 2
11:46:29 AM 4 7 11 4:29:43 PM 1 0 1
11:46:55 AM 3 7 10 4:30:14 PM 0 0 0
11:47:12 AM 4 8 12 4:31:46 PM 0 1 1
11:48:16 AM 5 7 12 4:31:48 PM 0 2 2
11:48:26 AM 4 7 11 4:32:31 PM 1 1 2
11:49:14 AM 5 4 9 4:33:38 PM 2 0 2
11:49:28 AM 4 4 8 4:33:51 PM 1 0 1
11:49:57 AM 5 3 8 4:34:27 PM 1 1 2
11:50:59 AM 5 4 9 4:34:58 PM 2 0 2
11:52:11 AM 5 5 10 4:35:08 PM 1 0 1
11:52:51 AM 5 4 9 4:35:58 PM 0 0 0
11:53:21 AM 4 3 7 4:36:08 PM 0 1 1
11:54:19 AM 3 4 7 4:37:40 PM 1 1 2
11:54:37 AM 3 3 6 4:38:17 PM 2 0 2
11:54:57 AM 3 2 5 4:39:21 PM 2 1 3
11:55:28 AM 3 2 5 4:40:02 PM 3 0 3
11:55:48 AM 3 3 6 4:40:12 PM 2 0 2
11:56:24 AM 2 3 5 4:40:23 PM 2 1 3
11:56:41 AM 3 3 6 4:40:34 PM 1 1 2
11:56:59 AM 2 2 4 4:40:44 PM 1 2 3
11:57:23 AM 2 4 6 4:40:57 PM 2 1 3
11:57:42 AM 1 4 5 4:41:20 PM 3 0 3
11:57:59 AM 2 3 5 4:41:32 PM 2 1 3
11:58:16 AM 2 4 6 4:41:46 PM 1 1 2
11:58:31 AM 1 4 5 4:42:15 PM 2 0 2
11:58:41 AM 2 3 5 4:42:41 PM 1 0 1
11:58:59 AM 2 5 7 4:43:02 PM 0 0 0
11:59:09 AM 1 6 7 4:43:13 PM 0 1 1
11:59:35 AM 2 5 7 4:43:28 PM 1 1 2
12:00:21 PM 2 4 6 4:44:25 PM 1 2 3
12:01:04 PM 3 3 6 4:44:40 PM 1 3 4
12:01:29 PM 4 2 6 4:44:56 PM 0 4 4
12:01:39 PM 3 2 5 4:45:25 PM 1 4 5
12:02:00 PM 4 1 5 4:45:59 PM 1 4 5
12:02:15 PM 3 1 4 4:46:20 PM 1 5 6
12:02:34 PM 3 2 5 4:46:32 PM 2 4 6
12:02:49 PM 4 1 5 4:46:52 PM 2 4 6
12:03:15 PM 3 1 4 4:47:28 PM 1 4 5
12:03:27 PM 2 3 5 4:48:26 PM 2 3 5
12:03:38 PM 3 2 5 4:48:36 PM 1 5 6
12:04:01 PM 4 1 5 4:49:44 PM 2 6 8
12:04:40 PM 3 0 3 4:50:19 PM 1 6 7
12:05:30 PM 3 2 5 4:50:46 PM 0 6 6
12:05:45 PM 2 2 4 4:51:12 PM 1 5 6
12:06:15 PM 2 1 3 4:51:56 PM 2 4 6
12:06:35 PM 1 2 3 4:52:42 PM 3 4 7
12:06:46 PM 2 1 3 4:53:21 PM 4 3 7
12:07:10 PM 2 2 4 4:53:42 PM 4 2 6
Saturday Queue
Exhibit 10 - Traffic Report
Locations: 17-1215-001 Day: Saturday
City: Laguna Hills,CA Date:

TotalBehind Order
Board
Behind Order
Board
10/14/2017
Arrival Time Pick-up to
Order Board Total Arrival Time Pick-up to
Order Board
12:07:32 PM 3 1 4 4:54:24 PM 3 2 5
12:07:50 PM 3 2 5 4:54:53 PM 3 1 4
12:08:00 PM 2 2 4 4:55:39 PM 3 0 3
12:08:15 PM 3 2 5 4:55:53 PM 3 1 4
12:08:40 PM 2 3 5 4:56:06 PM 2 1 3
12:08:50 PM 1 5 6 4:56:21 PM 3 0 3
12:09:44 PM 1 4 5 4:56:32 PM 3 1 4
12:10:09 PM 1 4 5 4:56:47 PM 3 2 5
12:11:02 PM 2 3 5 4:57:17 PM 3 3 6
12:11:21 PM 3 2 5 4:57:57 PM 3 2 5
12:11:32 PM 4 1 5 4:58:21 PM 4 1 5
12:11:47 PM 3 2 5 4:59:03 PM 3 1 4
12:12:42 PM 4 1 5 4:59:32 PM 3 2 5
12:13:22 PM 3 3 6 4:59:48 PM 2 2 4
12:13:49 PM 2 3 5 5:00:01 PM 3 1 4
12:13:57 PM 2 2 4 5:00:40 PM 2 1 3
12:14:21 PM 3 2 5 5:01:08 PM 3 0 3
12:14:30 PM 2 2 4 5:01:29 PM 2 0 2
12:14:51 PM 1 2 3 5:01:38 PM 2 1 3
12:15:08 PM 1 3 4 5:01:52 PM 2 2 4
12:15:22 PM 1 4 5 5:02:27 PM 2 3 5
12:15:42 PM 1 4 5 5:02:43 PM 1 4 5
12:15:55 PM 1 4 5 5:03:24 PM 2 4 6
12:16:37 PM 2 4 6 5:04:00 PM 1 4 5
12:16:57 PM 1 4 5 5:04:34 PM 2 3 5
12:17:18 PM 2 3 5 5:04:55 PM 2 4 6
12:17:37 PM 1 3 4 5:05:44 PM 3 4 7
12:18:04 PM 1 4 5 5:05:49 PM 3 4 7
12:18:27 PM 2 3 5 5:06:16 PM 2 4 6
12:19:07 PM 1 4 5 5:06:51 PM 2 3 5
12:19:27 PM 0 4 4 5:06:59 PM 1 4 5
12:19:40 PM 1 3 4 5:07:10 PM 2 4 6
12:20:01 PM 2 2 4 5:07:30 PM 3 3 6
12:20:43 PM 2 2 4 5:08:48 PM 3 4 7
12:21:01 PM 3 1 4 5:08:58 PM 2 4 6
12:21:36 PM 4 0 4 5:09:11 PM 3 3 6
12:21:51 PM 3 0 3 5:09:25 PM 3 4 7
12:22:10 PM 2 0 2 5:09:51 PM 3 4 7
12:22:24 PM 2 1 3 5:10:15 PM 2 4 6
12:22:33 PM 1 2 3 5:10:39 PM 3 3 6
12:22:49 PM 2 1 3 5:11:10 PM 2 3 5
12:23:12 PM 2 2 4 5:11:40 PM 1 4 5
12:23:21 PM 2 1 3 5:12:03 PM 2 3 5
12:23:41 PM 2 2 4 5:12:16 PM 3 3 6
12:23:51 PM 2 3 5 5:13:12 PM 2 5 7
12:23:59 PM 2 2 4 5:14:24 PM 2 7 9
12:24:36 PM 3 1 4 5:14:50 PM 3 6 9
12:24:52 PM 2 1 3 5:15:13 PM 3 6 9
12:25:38 PM 1 2 3 5:15:25 PM 2 5 7
12:26:13 PM 1 1 2 5:16:16 PM 3 4 7
12:26:24 PM 1 2 3 5:17:12 PM 4 5 9
12:26:39 PM 2 2 4 5:18:13 PM 3 7 10
12:27:27 PM 3 1 4 5:18:29 PM 2 7 9
12:28:11 PM 4 1 5 5:18:39 PM 3 5 8
12:28:23 PM 3 3 6 5:18:59 PM 3 7 10
12:28:37 PM 2 3 5 5:19:15 PM 4 6 10
12:29:25 PM 2 2 4 5:19:27 PM 4 8 12
12:29:39 PM 2 3 5 5:19:41 PM 4 5 9
12:29:54 PM 3 2 5 5:20:30 PM 3 7 10
12:30:14 PM 2 3 5 5:20:42 PM 4 7 11
12:30:48 PM 1 4 5 5:21:04 PM 3 8 11
12:31:15 PM 0 4 4 5:21:42 PM 4 7 11
Saturday Queue
Exhibit 10 - Traffic Report
Locations: 17-1215-001 Day: Saturday
City: Laguna Hills,CA Date:

TotalBehind Order
Board
Behind Order
Board
10/14/2017
Arrival Time Pick-up to
Order Board Total Arrival Time Pick-up to
Order Board
12:31:26 PM 1 4 5 5:21:54 PM 3 7 10
12:32:06 PM 2 3 5 5:22:08 PM 4 8 12
12:33:10 PM 1 3 4 5:22:35 PM 3 7 10
12:33:40 PM 2 3 5 5:22:46 PM 4 7 11
12:35:10 PM 2 4 6 5:23:06 PM 3 9 12
12:35:32 PM 3 4 7 5:23:18 PM 4 8 12
12:35:51 PM 2 5 7 5:24:13 PM 5 7 12
12:36:22 PM 2 5 7 5:24:28 PM 4 8 12
12:36:50 PM 2 6 8 5:24:56 PM 5 7 12
12:37:17 PM 1 6 7 5:25:11 PM 4 6 10
12:37:44 PM 2 6 8 5:25:28 PM 3 6 9
12:38:50 PM 1 7 8 5:25:46 PM 4 7 11
12:39:07 PM 2 9 11 5:26:10 PM 3 7 10
12:39:34 PM 2 7 9 5:26:35 PM 4 6 10
12:40:41 PM 3 8 11 5:26:51 PM 3 6 9
12:40:57 PM 3 9 12 5:27:02 PM 2 7 9
12:41:21 PM 2 9 11 5:27:53 PM 3 8 11
12:41:38 PM 3 10 13 5:28:25 PM 2 8 10
12:42:17 PM 2 10 12 5:28:46 PM 1 8 9
12:42:36 PM 3 9 12 5:29:17 PM 2 6 8
12:42:50 PM 2 10 12 5:29:38 PM 3 4 7
12:43:21 PM 1 9 10 5:30:00 PM 4 4 8
12:43:41 PM 2 8 10 5:30:11 PM 3 4 7
12:44:21 PM 2 5 7 5:30:38 PM 4 3 7
12:44:44 PM 3 5 8 5:31:19 PM 3 3 6
12:45:20 PM 2 5 7 5:31:43 PM 4 2 6
12:45:46 PM 3 6 9 5:31:56 PM 4 3 7
12:46:22 PM 2 6 8 5:32:24 PM 2 4 6
12:46:56 PM 2 6 8 5:32:37 PM 3 4 7
12:47:48 PM 3 5 8 5:33:09 PM 2 5 7
12:48:11 PM 4 4 8 5:34:07 PM 3 3 6
12:48:32 PM 3 9 12 5:34:29 PM 3 4 7
12:48:49 PM 4 7 11 5:35:42 PM 2 4 6
12:49:24 PM 4 4 8 5:36:06 PM 1 5 6
12:50:08 PM 4 4 8 5:36:47 PM 2 6 8
12:50:55 PM 3 4 7 5:37:35 PM 2 5 7
12:51:43 PM 4 6 10 5:38:30 PM 3 8 11
12:51:57 PM 3 7 10 5:39:02 PM 3 5 8
12:52:18 PM 3 6 9 5:39:37 PM 3 3 6
12:52:55 PM 2 6 8 5:40:01 PM 2 3 5
12:52:59 PM 3 6 9 5:40:23 PM 2 2 4
12:53:48 PM 2 6 8 5:40:38 PM 2 3 5
12:54:00 PM 3 6 9 5:41:17 PM 3 2 5
12:54:32 PM 4 5 9 5:42:03 PM 4 1 5
12:55:21 PM 5 7 12 5:42:30 PM 4 0 4
12:55:40 PM 4 7 11 5:43:07 PM 3 0 3
12:55:56 PM 3 8 11 5:43:30 PM 2 0 2
12:56:16 PM 3 6 9 5:45:15 PM 1 0 1
12:56:45 PM 2 6 8 5:45:45 PM 0 0 0
12:57:06 PM 3 6 9 5:46:42 PM 0 1 1
12:57:44 PM 2 6 8 5:47:10 PM 0 2 2
12:57:59 PM 3 7 10 5:47:24 PM 0 3 3
12:58:25 PM 4 8 12 5:47:58 PM 1 2 3
12:59:01 PM 4 8 12 5:48:14 PM 1 3 4
12:59:24 PM 3 8 11 5:48:38 PM 2 3 5
1:00:19 PM 4 10 14 5:49:08 PM 3 4 7
1:00:28 PM 3 10 13 5:49:32 PM 2 4 6
1:00:47 PM 2 7 9 5:50:04 PM 1 6 7
1:01:06 PM 3 7 10 5:50:19 PM 2 5 7
1:01:34 PM 3 4 7 5:50:38 PM 2 7 9
1:02:14 PM 4 3 7 5:50:50 PM 1 6 7
1:02:33 PM 3 3 6 5:51:18 PM 2 6 8
Saturday Queue
Exhibit 10 - Traffic Report
Locations: 17-1215-001 Day: Saturday
City: Laguna Hills,CA Date:

TotalBehind Order
Board
Behind Order
Board
10/14/2017
Arrival Time Pick-up to
Order Board Total Arrival Time Pick-up to
Order Board
1:02:59 PM 4 4 8 5:51:55 PM 3 6 9
1:03:17 PM 5 4 9 5:52:42 PM 4 8 12
1:03:58 PM 4 5 9 5:53:21 PM 5 8 13
1:04:15 PM 5 4 9 5:55:28 PM 4 6 10
1:04:34 PM 4 4 8 5:56:58 PM 5 6 11
1:04:48 PM 3 4 7 5:57:18 PM 4 6 10
1:05:07 PM 5 3 8 5:57:49 PM 5 7 12
1:05:42 PM 4 3 7 5:58:22 PM 5 6 11
1:06:08 PM 3 4 7 5:58:59 PM 4 6 10
1:06:21 PM 3 4 7 5:59:30 PM 5 7 12
1:06:59 PM 2 4 6 5:59:49 PM 4 6 10
1:07:25 PM 1 4 5 6:00:23 PM 5 6 11
1:07:47 PM 2 4 6 6:01:35 PM 4 5 9
1:08:06 PM 1 4 5 6:02:06 PM 3 5 8
1:08:21 PM 2 3 5 6:02:20 PM 4 5 9
1:08:38 PM 3 3 6 6:02:47 PM 3 6 9
1:09:13 PM 2 3 5 6:03:27 PM 4 6 10
1:09:39 PM 1 3 4 6:03:58 PM 3 5 8
1:09:59 PM 2 5 7 6:04:10 PM 2 5 7
1:10:27 PM 3 4 7 6:04:19 PM 2 4 6
1:10:40 PM 2 4 6 6:05:26 PM 3 5 8
1:10:58 PM 3 4 7 6:05:56 PM 2 5 7
1:11:11 PM 2 5 7 6:06:34 PM 3 4 7
1:11:49 PM 3 4 7 6:07:01 PM 4 3 7
1:12:21 PM 2 5 7 6:07:37 PM 5 2 7
1:12:55 PM 2 4 6 6:08:41 PM 5 3 8
1:13:40 PM 3 5 8 6:08:49 PM 5 4 9
1:14:00 PM 2 5 7 6:09:48 PM 4 7 11
1:14:10 PM 3 4 7 6:09:59 PM 5 6 11
1:14:30 PM 2 5 7 6:10:26 PM 4 5 9
1:14:37 PM 3 4 7 6:10:42 PM 5 7 12
1:14:55 PM 2 3 5 6:11:15 PM 4 7 11
1:15:29 PM 2 4 6 6:11:28 PM 4 7 11
1:15:52 PM 1 4 5 6:11:54 PM 3 7 10
1:16:06 PM 2 3 5 6:12:12 PM 4 6 10
1:16:22 PM 2 4 6 6:12:35 PM 4 6 10
1:16:35 PM 1 5 6 6:12:51 PM 3 5 8
1:17:15 PM 0 5 5 6:13:11 PM 3 5 8
1:17:39 PM 1 5 6 6:13:28 PM 2 5 7
1:18:05 PM 2 4 6 6:13:48 PM 3 3 6
1:18:30 PM 3 4 7 6:14:49 PM 4 3 7
1:18:49 PM 3 4 7 6:15:04 PM 3 2 5
1:19:42 PM 4 5 9 6:15:17 PM 3 3 6
1:20:13 PM 3 5 8 6:15:28 PM 2 2 4
1:20:37 PM 5 4 9 6:15:39 PM 3 3 6
1:20:57 PM 4 4 8 6:15:52 PM 3 5 8
1:21:12 PM 3 7 10 6:16:10 PM 3 4 7
1:22:19 PM 3 5 8 6:16:33 PM 4 4 8
1:22:45 PM 2 5 7 6:16:53 PM 5 6 11
1:22:59 PM 3 6 9 6:17:22 PM 5 6 11
1:23:37 PM 2 7 9 6:17:37 PM 5 8 13
1:23:51 PM 3 6 9 6:17:52 PM 4 8 12
1:24:11 PM 3 5 8 6:18:04 PM 5 5 10
1:24:22 PM 2 7 9 6:18:23 PM 5 6 11
1:24:58 PM 1 8 9 6:19:57 PM 5 6 11
1:25:14 PM 2 6 8 6:20:48 PM 5 5 10
1:25:41 PM 2 5 7 6:21:15 PM 4 5 9
1:25:58 PM 3 4 7 6:21:36 PM 3 5 8
1:26:13 PM 2 6 8 6:21:44 PM 4 5 9
1:27:01 PM 3 5 8 6:21:59 PM 4 5 9
1:27:13 PM 2 4 6 6:22:13 PM 4 4 8
1:27:34 PM 1 4 5 6:22:29 PM 3 4 7
Saturday Queue
Exhibit 10 - Traffic Report
Locations: 17-1215-001 Day: Saturday
City: Laguna Hills,CA Date:

TotalBehind Order
Board
Behind Order
Board
10/14/2017
Arrival Time Pick-up to
Order Board Total Arrival Time Pick-up to
Order Board
1:28:20 PM 2 4 6 6:22:46 PM 3 4 7
1:28:42 PM 2 5 7 6:23:10 PM 4 4 8
1:28:59 PM 3 4 7 6:23:27 PM 4 5 9
1:29:33 PM 4 4 8 6:23:43 PM 5 5 10
1:29:47 PM 3 4 7 6:24:01 PM 5 5 10
1:30:33 PM 4 3 7 6:24:40 PM 4 5 9
1:30:48 PM 3 3 6 6:24:48 PM 5 5 10
1:31:26 PM 3 4 7 6:25:30 PM 4 5 9
1:31:45 PM 4 3 7 6:25:46 PM 5 7 12
1:32:02 PM 3 3 6 6:25:58 PM 4 7 11
1:32:37 PM 4 2 6 6:26:10 PM 3 7 10
1:32:51 PM 3 2 5 6:26:30 PM 2 7 9
1:33:09 PM 3 1 4 6:26:41 PM 3 5 8
1:33:36 PM 3 2 5 6:27:08 PM 2 5 7
1:33:46 PM 4 2 6 6:27:50 PM 1 4 5
1:34:13 PM 4 3 7 6:28:17 PM 2 4 6
1:34:25 PM 4 4 8 6:29:19 PM 1 4 5
1:34:43 PM 5 4 9 6:30:01 PM 2 3 5
1:35:03 PM 5 5 10 6:30:10 PM 3 3 6
1:35:30 PM 4 4 8 6:30:32 PM 4 3 7
1:36:12 PM 4 3 7 6:31:00 PM 3 3 6
1:36:41 PM 3 3 6 6:31:12 PM 4 2 6
1:37:03 PM 2 3 5 6:31:44 PM 4 3 7
1:37:20 PM 3 4 7 6:31:56 PM 5 3 8
1:38:01 PM 4 3 7 6:32:13 PM 4 3 7
1:38:15 PM 5 4 9 6:32:21 PM 5 2 7
1:38:38 PM 5 5 10 6:32:43 PM 4 2 6
1:39:40 PM 4 5 9 6:32:54 PM 4 3 7
1:40:14 PM 5 4 9 6:33:16 PM 3 3 6
1:40:33 PM 4 4 8 6:33:30 PM 4 2 6
1:40:43 PM 4 5 9 6:33:38 PM 3 1 4
1:41:01 PM 5 4 9 6:33:52 PM 3 2 5
1:41:17 PM 4 3 7 6:34:17 PM 2 2 4
1:41:30 PM 3 2 5 6:34:42 PM 3 2 5
1:42:00 PM 3 3 6 6:35:01 PM 2 2 4
1:42:30 PM 2 3 5 6:35:19 PM 1 2 3
1:42:35 PM 3 4 7 6:35:29 PM 2 1 3
1:43:11 PM 2 4 6 6:35:43 PM 2 2 4
1:43:38 PM 3 3 6 6:35:55 PM 2 3 5
1:43:52 PM 2 3 5 6:36:28 PM 3 2 5
1:44:49 PM 3 2 5 6:36:42 PM 3 3 6
1:45:00 PM 3 3 6 6:36:54 PM 4 2 6
1:46:30 PM 3 4 7 6:37:23 PM 3 2 5
1:46:43 PM 2 4 6 6:38:08 PM 3 3 6
1:47:17 PM 1 4 5 6:38:36 PM 2 3 5
1:47:27 PM 2 3 5 6:38:51 PM 3 2 5
1:47:49 PM 2 4 6 6:39:09 PM 2 2 4
1:48:13 PM 1 5 6 6:39:24 PM 2 1 3
1:48:36 PM 2 4 6 6:39:53 PM 2 2 4
1:49:08 PM 1 5 6 6:40:04 PM 3 2 5
1:49:42 PM 2 4 6 6:40:20 PM 3 3 6
1:50:05 PM 2 4 6 6:40:32 PM 2 3 5
1:50:52 PM 2 4 6 6:40:50 PM 2 4 6
1:51:10 PM 3 4 7 6:40:58 PM 3 4 7
1:51:44 PM 3 5 8 6:41:21 PM 3 6 9
1:51:55 PM 3 3 6 6:41:40 PM 4 5 9
1:52:06 PM 2 5 7 6:42:42 PM 5 5 10
1:52:42 PM 3 5 8 6:43:08 PM 4 5 9
1:52:58 PM 2 5 7 6:43:26 PM 5 4 9
1:53:14 PM 3 4 7 6:43:57 PM 4 4 8
1:53:32 PM 2 5 7 6:44:14 PM 3 4 7
1:53:50 PM 1 5 6 6:44:31 PM 4 3 7
Saturday Queue
Exhibit 10 - Traffic Report
Locations: 17-1215-001 Day: Saturday
City: Laguna Hills,CA Date:

TotalBehind Order
Board
Behind Order
Board
10/14/2017
Arrival Time Pick-up to
Order Board Total Arrival Time Pick-up to
Order Board
1:54:05 PM 2 5 7 6:44:58 PM 3 4 7
1:54:28 PM 3 4 7 6:45:12 PM 4 3 7
1:54:59 PM 4 5 9 6:45:26 PM 3 3 6
1:55:13 PM 3 5 8 6:45:47 PM 4 2 6
1:56:03 PM 3 4 7 6:46:01 PM 3 2 5
1:56:18 PM 3 5 8 6:46:15 PM 4 1 5
1:56:31 PM 3 4 7 6:46:36 PM 4 2 6
1:57:05 PM 3 5 8 6:46:58 PM 3 2 5
1:57:37 PM 3 7 10 6:47:10 PM 3 3 6
1:57:56 PM 4 6 10 6:47:29 PM 2 3 5
1:58:31 PM 3 5 8 6:47:47 PM 2 4 6
1:59:01 PM 4 4 8 6:47:58 PM 3 4 7
1:59:25 PM 4 6 10 6:48:11 PM 3 5 8
1:59:46 PM 5 5 10 6:48:40 PM 4 4 8
2:00:00 PM 4 6 10 6:49:01 PM 3 4 7
6:49:16 PM 4 3 7
6:49:30 PM 3 3 6
6:49:43 PM 3 4 7
6:50:03 PM 4 3 7
6:50:26 PM 3 3 6
6:50:48 PM 3 2 5
6:51:49 PM 2 2 4
6:52:11 PM 3 1 4
6:52:39 PM 4 0 4
6:53:33 PM 4 1 5
6:53:44 PM 3 1 4
6:54:01 PM 4 0 4
6:54:29 PM 4 1 5
6:54:43 PM 3 1 4
6:54:59 PM 3 2 5
6:55:10 PM 4 1 5
6:55:39 PM 3 1 4
6:55:51 PM 3 2 5
6:56:04 PM 2 2 4
6:56:29 PM 2 1 3
6:56:42 PM 2 2 4
6:56:56 PM 3 1 4
6:57:09 PM 2 1 3
6:57:20 PM 3 0 3
6:57:46 PM 2 0 2
6:58:02 PM 1 0 1
6:58:39 PM 1 1 2
6:59:02 PM 0 1 1
6:59:17 PM 0 2 2
6:59:29 PM 1 1 2
7:00:00 PM 1 1 2
Saturday Queue
Exhibit 10 - Traffic Report
Project: Date:

City: Day:
12:00:00 PM 1 2 3 7:01:36 PM 4 10 14
12:01:05 PM 1 3 4 7:01:49 PM 2 10 12
12:01:10 PM 2 2 4 7:02:39 PM 2 10 12
12:01:35 PM 1 3 4 7:03:06 PM 2 10 12
12:01:50 PM 2 3 5 7:03:20 PM 2 9 11
12:02:07 PM 2 3 5 7:03:31 PM 1 9 10
12:02:49 PM 2 5 7 7:03:48 PM 2 9 11
12:03:38 PM 3 4 7 7:03:55 PM 2 9 11
12:04:03 PM 2 3 5 7:04:28 PM 2 9 11
12:04:16 PM 1 5 6 7:04:48 PM 2 8 10
12:04:34 PM 2 5 7 7:05:15 PM 1 7 8
12:04:48 PM 2 4 6 7:05:23 PM 2 7 9
12:05:08 PM 2 3 5 7:05:59 PM 3 8 11
12:05:33 PM 2 3 5 7:06:31 PM 2 7 9
12:05:46 PM 3 2 5 7:06:59 PM 1 7 8
12:06:10 PM 2 2 4 7:07:13 PM 2 7 9
12:06:30 PM 1 2 3 7:07:45 PM 3 8 11
12:06:45 PM 2 1 3 7:08:17 PM 4 8 12
12:06:53 PM 2 2 4 7:08:30 PM 3 9 12
12:07:01 PM 2 3 5 7:08:55 PM 4 8 12
12:07:14 PM 3 3 6 7:09:18 PM 4 9 13
12:07:47 PM 3 2 5 7:09:56 PM 5 8 13
12:08:01 PM 3 2 5 7:10:33 PM 5 9 14
12:08:23 PM 4 1 5 7:10:56 PM 4 8 12
12:08:38 PM 3 1 4 7:11:19 PM 4 8 12
12:08:53 PM 2 1 3 7:11:34 PM 3 8 11
12:09:14 PM 2 2 4 7:12:18 PM 3 8 11
12:09:28 PM 3 1 4 7:13:07 PM 4 8 12
12:09:33 PM 3 2 5 7:13:10 PM 3 6 9
12:09:50 PM 3 2 5 7:13:31 PM 2 6 8
12:10:05 PM 2 2 4 7:13:56 PM 3 8 11
12:10:12 PM 3 1 4 7:14:07 PM 2 9 11
12:10:21 PM 2 1 3 7:14:57 PM 3 9 12
12:10:44 PM 2 2 4 7:15:03 PM 2 9 11
12:10:49 PM 2 3 5 7:15:44 PM 2 9 11
12:10:50 PM 2 3 5 7:16:07 PM 3 8 11
12:11:07 PM 3 2 5 7:16:44 PM 4 9 13
12:11:23 PM 3 3 6 7:17:17 PM 3 9 12
12:11:37 PM 3 4 7 7:17:38 PM 2 9 11
12:11:50 PM 4 3 7 7:17:51 PM 2 9 11
12:12:01 PM 4 4 8 7:18:01 PM 3 8 11
12:13:16 PM 4 3 7 7:18:31 PM 4 9 13
12:13:21 PM 4 7 11 7:19:15 PM 5 8 13
12:13:31 PM 4 8 12 7:19:25 PM 4 10 14
12:13:43 PM 4 9 13 7:20:05 PM 3 10 13
12:14:25 PM 4 10 14 7:20:21 PM 3 10 13
12:15:39 PM 4 8 12 7:20:37 PM 2 10 12
Pick-up to
Order Board
Behind Order
Board
Queue Study
Prepared by National Data & Surveying Services
8/22/2018
Wednesday
18-1161
Orange
12:00 PM - 2:30 PM 7:00PM - 9:30 PM
Total TotalArrival Time Behind Order
Board
Pick-up to
Order Board Arrival Time
Wednesday Queue
Orange Raising Cane's
Exhibit 10 - Traffic Report
Project: Date:

City: Day:

Pick-up to
Order Board
Behind Order
Board
8/22/2018
Wednesday
18-1161
Orange
12:00 PM - 2:30 PM 7:00PM - 9:30 PM
Total TotalArrival Time Behind Order
Board
Pick-up to
Order Board Arrival Time
12:15:50 PM 5 8 13 7:20:55 PM 4 10 14
12:16:18 PM 5 7 12 7:21:22 PM 4 9 13
12:16:41 PM 4 5 9 7:21:41 PM 3 10 13
12:17:01 PM 3 5 8 7:21:53 PM 4 8 12
12:17:22 PM 4 5 9 7:22:21 PM 5 9 14
12:17:34 PM 3 3 6 7:22:35 PM 3 9 12
12:17:55 PM 2 3 5 7:22:54 PM 2 9 11
12:18:01 PM 2 3 5 7:23:09 PM 4 9 13
12:18:34 PM 1 3 4 7:23:19 PM 3 9 12
12:18:53 PM 1 3 4 7:23:34 PM 2 9 11
12:19:21 PM 1 4 5 7:23:48 PM 2 9 11
12:19:29 PM 2 5 7 7:24:05 PM 2 9 11
12:19:49 PM 2 5 7 7:24:10 PM 3 9 12
12:20:18 PM 3 3 6 7:24:44 PM 2 8 10
12:20:31 PM 2 4 6 7:24:55 PM 3 8 11
12:20:45 PM 2 4 6 7:25:03 PM 2 9 11
12:20:59 PM 2 5 7 7:25:15 PM 3 8 11
12:21:05 PM 2 6 8 7:25:28 PM 2 8 10
12:21:27 PM 3 4 7 7:25:44 PM 2 9 11
12:21:44 PM 2 4 6 7:25:58 PM 3 8 11
12:21:54 PM 3 4 7 7:26:11 PM 2 9 11
12:22:05 PM 2 4 6 7:26:35 PM 3 8 11
12:22:12 PM 3 3 6 7:26:54 PM 4 7 11
12:22:28 PM 2 3 5 7:27:07 PM 3 6 9
12:22:43 PM 2 3 5 7:27:33 PM 3 6 9
12:22:49 PM 3 2 5 7:27:47 PM 3 6 9
12:22:57 PM 3 3 6 7:28:10 PM 3 7 10
12:23:06 PM 2 3 5 7:29:10 PM 4 7 11
12:23:23 PM 2 3 5 7:29:35 PM 5 7 12
12:23:30 PM 0 3 3 7:29:47 PM 4 8 12
12:24:02 PM 2 3 5 7:30:18 PM 5 7 12
12:24:19 PM 2 4 6 7:30:42 PM 3 7 10
12:24:30 PM 1 4 5 7:31:16 PM 4 7 11
12:25:06 PM 1 3 4 7:31:42 PM 4 7 11
12:25:25 PM 1 4 5 7:31:52 PM 5 6 11
12:25:32 PM 1 4 5 7:32:04 PM 4 6 10
12:26:00 PM 2 3 5 7:32:24 PM 3 6 9
12:26:17 PM 2 4 6 7:32:36 PM 4 7 11
12:26:35 PM 2 4 6 7:32:46 PM 3 7 10
12:26:47 PM 1 4 5 7:33:05 PM 4 6 10
12:27:45 PM 2 4 6 7:33:27 PM 3 7 10
12:27:44 PM 3 3 6 7:33:40 PM 4 6 10
12:27:58 PM 3 4 7 7:34:21 PM 4 5 9
12:28:15 PM 3 5 8 7:34:52 PM 3 5 8
12:28:37 PM 4 7 11 7:35:08 PM 3 5 8
12:28:55 PM 4 7 11 7:36:07 PM 3 6 9
12:29:27 PM 3 5 8 7:36:16 PM 3 5 8
12:29:54 PM 2 5 7 7:36:36 PM 4 4 8
12:30:12 PM 3 3 6 7:37:19 PM 5 3 8
12:30:31 PM 2 3 5 7:37:43 PM 4 3 7
12:30:50 PM 3 4 7 7:37:55 PM 5 2 7
Wednesday Queue
Orange Raising Cane's
Exhibit 10 - Traffic Report
Project: Date:

City: Day:

Pick-up to
Order Board
Behind Order
Board
8/22/2018
Wednesday
18-1161
Orange
12:00 PM - 2:30 PM 7:00PM - 9:30 PM
Total TotalArrival Time Behind Order
Board
Pick-up to
Order Board Arrival Time
12:31:40 PM 4 3 7 7:38:10 PM 5 3 8
12:31:59 PM 4 3 7 7:38:37 PM 4 4 8
12:32:25 PM 4 4 8 7:38:58 PM 3 4 7
12:32:46 PM 3 4 7 7:39:14 PM 4 3 7
12:33:06 PM 2 4 6 7:39:19 PM 4 3 7
12:33:11 PM 2 3 5 7:40:02 PM 5 2 7
12:33:26 PM 2 4 6 7:40:41 PM 5 3 8
12:33:43 PM 1 4 5 7:41:36 PM 5 4 9
12:33:55 PM 2 3 5 7:41:49 PM 5 4 9
12:34:08 PM 2 4 6 7:42:06 PM 4 4 8
12:34:15 PM 2 5 7 7:42:19 PM 4 4 8
12:34:32 PM 2 5 7 7:42:41 PM 5 3 8
12:34:50 PM 2 6 8 7:42:49 PM 4 3 7
12:35:10 PM 3 6 9 7:43:01 PM 4 3 7
12:35:22 PM 3 6 9 7:43:12 PM 4 4 8
12:35:45 PM 3 4 7 7:43:30 PM 4 3 7
12:36:17 PM 3 4 7 7:43:50 PM 4 4 8
12:36:38 PM 3 4 7 7:44:09 PM 5 3 8
12:36:54 PM 3 3 6 7:45:10 PM 5 4 9
12:37:25 PM 3 6 9 7:45:39 PM 4 4 8
12:38:05 PM 5 5 10 7:45:56 PM 5 3 8
12:40:02 PM 5 4 9 7:46:04 PM 4 3 7
12:40:39 PM 2 4 6 7:46:21 PM 4 4 8
12:40:42 PM 3 3 6 7:46:30 PM 4 4 8
12:41:08 PM 2 3 5 7:47:12 PM 3 4 7
12:41:25 PM 2 4 6 7:47:46 PM 2 4 6
12:41:39 PM 1 4 5 7:48:05 PM 3 4 7
12:41:05 PM 2 6 8 7:48:10 PM 2 4 6
12:42:28 PM 2 7 9 7:48:45 PM 2 4 6
12:42:38 PM 3 6 9 7:49:02 PM 1 4 5
12:43:34 PM 2 5 7 7:49:10 PM 2 5 7
12:44:09 PM 2 6 8 7:49:37 PM 3 4 7
12:44:46 PM 2 5 7 7:50:12 PM 4 3 7
12:45:04 PM 2 5 7 7:50:21 PM 3 3 6
12:45:30 PM 3 4 7 7:50:43 PM 4 3 7
12:45:45 PM 2 4 6 7:51:02 PM 3 3 6
12:46:01 PM 3 4 7 7:51:29 PM 3 3 6
12:46:24 PM 4 5 9 7:51:42 PM 3 3 6
12:47:00 PM 5 4 9 7:51:50 PM 3 4 7
12:47:36 PM 4 4 8 7:52:00 PM 4 3 7
12:47:54 PM 5 4 9 7:52:11 PM 4 4 8
12:48:21 PM 4 4 8 7:53:04 PM 4 3 7
12:48:49 PM 4 3 7 7:53:36 PM 5 6 11
12:48:57 PM 4 3 7 7:54:08 PM 4 6 10
12:49:23 PM 3 3 6 7:54:28 PM 5 7 12
12:49:44 PM 5 2 7 7:54:42 PM 4 6 10
12:49:59 PM 4 2 6 7:55:12 PM 3 6 9
12:50:31 PM 3 3 6 7:55:33 PM 3 6 9
12:50:47 PM 4 3 7 7:55:40 PM 2 6 8
12:51:10 PM 3 6 9 7:55:49 PM 3 6 9
12:51:38 PM 4 5 9 7:56:12 PM 3 6 9
Wednesday Queue
Orange Raising Cane's
Exhibit 10 - Traffic Report
Project: Date:

City: Day:

Pick-up to
Order Board
Behind Order
Board
8/22/2018
Wednesday
18-1161
Orange
12:00 PM - 2:30 PM 7:00PM - 9:30 PM
Total TotalArrival Time Behind Order
Board
Pick-up to
Order Board Arrival Time
12:51:59 PM 3 5 8 7:56:24 PM 4 6 10
12:52:39 PM 3 5 8 7:57:00 PM 5 6 11
12:52:58 PM 4 4 8 7:57:11 PM 4 6 10
12:53:21 PM 4 6 10 7:57:34 PM 5 7 12
12:53:30 PM 4 8 12 7:57:59 PM 4 8 12
12:53:49 PM 5 11 16 7:58:30 PM 3 7 10
12:54:21 PM 3 11 14 7:58:48 PM 4 6 10
12:55:06 PM 4 10 14 7:59:11 PM 5 6 11
12:55:36 PM 4 9 13 8:00:34 PM 5 7 12
12:56:19 PM 3 9 12 8:01:21 PM 5 6 11
12:56:35 PM 4 8 12 8:01:53 PM 4 6 10
12:56:54 PM 4 8 12 8:02:21 PM 4 5 9
12:57:25 PM 4 10 14 8:02:31 PM 4 6 10
12:58:02 PM 5 8 13 8:02:50 PM 3 6 9
12:59:14 PM 4 9 13 8:02:59 PM 2 6 8
12:59:24 PM 4 9 13 8:03:22 PM 3 5 8
12:59:57 PM 5 8 13 8:03:34 PM 2 6 8
1:00:12 PM 4 9 13 8:03:46 PM 3 6 9
1:00:32 PM 4 9 13 8:04:04 PM 2 7 9
1:00:46 PM 4 7 11 8:04:30 PM 2 7 9
1:00:59 PM 3 7 10 8:04:45 PM 2 7 9
1:01:36 PM 4 6 10 8:05:17 PM 3 6 9
1:01:49 PM 3 7 10 8:05:39 PM 2 9 11
1:02:05 PM 4 6 10 8:05:51 PM 3 6 9
1:02:26 PM 3 6 9 8:06:10 PM 2 6 8
1:02:48 PM 2 8 10 8:06:37 PM 2 7 9
1:03:01 PM 3 9 12 8:06:49 PM 3 7 10
1:03:24 PM 2 9 11 8:07:03 PM 2 8 10
1:03:40 PM 3 8 11 8:07:14 PM 1 8 9
1:03:48 PM 3 8 11 8:07:41 PM 1 7 8
1:04:13 PM 1 7 8 8:07:56 PM 2 6 8
1:04:29 PM 2 8 10 8:08:30 PM 3 6 9
1:05:06 PM 4 8 12 8:08:52 PM 3 5 8
1:05:22 PM 3 7 10 8:09:11 PM 3 6 9
1:05:45 PM 4 7 11 8:09:25 PM 2 6 8
1:06:01 PM 2 7 9 8:09:41 PM 2 6 8
1:06:39 PM 4 6 10 8:09:52 PM 3 6 9
1:07:19 PM 2 6 8 8:10:41 PM 3 7 10
1:07:34 PM 4 5 9 8:11:18 PM 3 7 10
1:07:48 PM 4 5 9 8:11:41 PM 2 6 8
1:07:58 PM 2 5 7 8:11:52 PM 3 7 10
1:08:06 PM 4 7 11 8:12:16 PM 3 6 9
1:08:34 PM 4 5 9 8:12:48 PM 3 7 10
1:09:03 PM 5 4 9 8:12:59 PM 4 7 11
1:09:36 PM 4 6 10 8:13:39 PM 4 8 12
1:09:59 PM 5 6 11 8:14:19 PM 5 8 13
1:10:09 PM 4 4 8 8:14:41 PM 4 8 12
1:10:36 PM 3 4 7 8:15:02 PM 3 8 11
1:10:53 PM 3 3 6 8:15:21 PM 4 8 12
1:11:26 PM 3 2 5 8:15:59 PM 4 7 11
1:12:01 PM 4 2 6 8:16:12 PM 4 7 11
Wednesday Queue
Orange Raising Cane's
Exhibit 10 - Traffic Report
Project: Date:

City: Day:

Pick-up to
Order Board
Behind Order
Board
8/22/2018
Wednesday
18-1161
Orange
12:00 PM - 2:30 PM 7:00PM - 9:30 PM
Total TotalArrival Time Behind Order
Board
Pick-up to
Order Board Arrival Time
1:12:30 PM 3 3 6 8:16:31 PM 3 7 10
1:12:57 PM 3 3 6 8:16:54 PM 4 7 11
1:13:05 PM 4 2 6 8:17:32 PM 5 7 12
1:13:17 PM 3 2 5 8:17:53 PM 4 6 10
1:13:28 PM 3 2 5 8:18:34 PM 4 6 10
1:13:45 PM 3 3 6 8:18:47 PM 5 6 11
1:13:58 PM 3 5 8 8:19:07 PM 3 7 10
1:14:19 PM 3 6 9 8:19:34 PM 3 8 11
1:14:52 PM 4 6 10 8:19:57 PM 3 7 10
1:15:11 PM 4 5 9 8:20:23 PM 2 7 9
1:15:26 PM 5 5 10 8:20:51 PM 3 7 10
1:16:09 PM 5 5 10 8:21:08 PM 2 6 8
1:16:37 PM 3 5 8 8:21:47 PM 2 6 8
1:17:15 PM 3 6 9 8:21:55 PM 3 5 8
1:17:38 PM 4 5 9 8:22:12 PM 2 5 7
1:18:46 PM 4 4 8 8:22:34 PM 3 6 9
1:18:58 PM 5 6 11 8:23:02 PM 3 6 9
1:19:42 PM 4 6 10 8:23:09 PM 2 6 8
1:20:30 PM 3 7 10 8:23:33 PM 2 6 8
1:21:01 PM 2 7 9 8:23:54 PM 1 6 7
1:21:09 PM 2 7 9 8:24:21 PM 1 5 6
1:21:20 PM 2 6 8 8:24:56 PM 2 4 6
1:21:42 PM 1 6 7 8:25:19 PM 2 4 6
1:22:12 PM 0 6 6 8:25:28 PM 3 5 8
1:22:34 PM 1 6 7 8:25:53 PM 3 5 8
1:22:55 PM 2 5 7 8:26:06 PM 4 6 10
1:23:33 PM 3 4 7 8:26:48 PM 5 6 11
1:23:41 PM 2 4 6 8:27:02 PM 4 6 10
1:23:49 PM 3 3 6 8:27:11 PM 5 5 10
1:24:10 PM 2 3 5 8:27:40 PM 4 5 9
1:24:12 PM 3 2 5 8:27:53 PM 4 4 8
1:24:45 PM 3 3 6 8:28:14 PM 5 4 9
1:24:57 PM 3 3 6 8:28:30 PM 3 2 5
1:25:14 PM 3 4 7 8:28:46 PM 2 3 5
1:25:42 PM 3 3 6 8:28:59 PM 2 4 6
1:25:51 PM 2 3 5 8:29:00 PM 1 4 5
1:26:03 PM 3 3 6 8:29:13 PM 2 3 5
1:26:14 PM 2 3 5 8:29:39 PM 1 3 4
1:26:20 PM 2 3 5 8:29:55 PM 2 2 4
1:26:28 PM 3 2 5 8:30:01 PM 2 2 4
1:26:47 PM 2 2 4 8:30:38 PM 3 1 4
1:27:07 PM 3 1 4 8:30:43 PM 3 2 5
1:27:25 PM 2 2 4 8:30:50 PM 2 2 4
1:27:42 PM 2 3 5 8:30:59 PM 2 3 5
1:27:53 PM 3 2 5 8:31:11 PM 2 3 5
1:28:07 PM 2 2 4 8:31:48 PM 1 4 5
1:28:23 PM 3 2 5 8:32:23 PM 2 4 6
1:28:43 PM 3 3 6 8:32:31 PM 1 4 5
1:28:42 PM 2 3 5 8:32:49 PM 2 4 6
1:29:09 PM 1 3 4 8:32:59 PM 2 4 6
1:29:42 PM 2 2 4 8:33:10 PM 2 5 7
Wednesday Queue
Orange Raising Cane's
Exhibit 10 - Traffic Report
Project: Date:

City: Day:

Pick-up to
Order Board
Behind Order
Board
8/22/2018
Wednesday
18-1161
Orange
12:00 PM - 2:30 PM 7:00PM - 9:30 PM
Total TotalArrival Time Behind Order
Board
Pick-up to
Order Board Arrival Time
1:29:54 PM 3 2 5 8:33:26 PM 2 5 7
1:30:06 PM 2 2 4 8:33:48 PM 2 6 8
1:30:30 PM 1 2 3 8:33:58 PM 1 6 7
1:30:30 PM 1 2 3 8:34:13 PM 2 5 7
1:30:57 PM 1 1 2 8:34:20 PM 1 5 6
1:31:27 PM 2 0 2 8:35:02 PM 2 5 7
1:31:33 PM 2 0 2 8:35:21 PM 2 6 8
1:32:29 PM 2 0 2 8:35:48 PM 3 5 8
1:33:28 PM 2 1 3 8:36:07 PM 4 5 9
1:33:40 PM 2 2 4 8:36:40 PM 5 4 9
1:33:42 PM 2 3 5 8:36:54 PM 5 4 9
1:33:51 PM 1 3 4 8:37:06 PM 5 5 10
1:34:06 PM 0 3 3 8:37:20 PM 5 5 10
1:34:19 PM 1 2 3 8:37:41 PM 4 5 9
1:34:39 PM 2 1 3 8:38:13 PM 3 5 8
1:35:10 PM 3 0 3 8:38:34 PM 4 5 9
1:35:28 PM 3 1 4 8:39:00 PM 5 5 10
1:35:56 PM 4 1 5 8:39:23 PM 4 5 9
1:36:08 PM 5 2 7 8:39:51 PM 3 5 8
1:36:56 PM 3 2 5 8:40:19 PM 3 3 6
1:37:09 PM 3 1 4 8:40:43 PM 2 4 6
1:37:22 PM 3 2 5 8:41:05 PM 3 3 6
1:37:39 PM 3 2 5 8:41:18 PM 2 3 5
1:38:04 PM 2 2 4 8:41:26 PM 3 2 5
1:38:34 PM 2 1 3 8:41:55 PM 2 2 4
1:39:13 PM 3 0 3 8:42:09 PM 3 1 4
1:39:19 PM 3 1 4 8:42:19 PM 2 1 3
1:39:25 PM 3 1 4 8:42:25 PM 2 2 4
1:39:40 PM 2 1 3 8:42:37 PM 1 3 4
1:40:01 PM 2 1 3 8:42:49 PM 2 3 5
1:40:24 PM 2 1 3 8:43:17 PM 2 3 5
1:40:45 PM 1 2 3 8:43:32 PM 3 2 5
1:41:11 PM 2 2 4 8:43:42 PM 3 3 6
1:41:32 PM 2 1 3 8:43:56 PM 4 2 6
1:41:45 PM 2 2 4 8:44:09 PM 4 3 7
1:41:53 PM 3 2 5 8:44:17 PM 3 3 6
1:42:21 PM 3 3 6 8:44:29 PM 4 3 7
1:43:17 PM 4 2 6 8:44:46 PM 4 3 7
1:43:29 PM 3 3 6 8:45:24 PM 5 2 7
1:43:42 PM 3 2 5 8:45:32 PM 4 3 7
1:44:18 PM 3 1 4 8:45:50 PM 3 3 6
1:44:59 PM 4 0 4 8:46:04 PM 3 4 7
1:45:10 PM 3 0 3 8:46:22 PM 3 3 6
1:45:27 PM 2 0 2 8:46:47 PM 3 3 6
1:45:36 PM 2 0 2 8:46:58 PM 4 2 6
1:46:06 PM 2 0 2 8:47:07 PM 3 2 5
1:46:53 PM 1 0 1 8:47:37 PM 4 1 5
1:48:15 PM 0 1 1 8:48:04 PM 3 1 4
1:49:02 PM 0 2 2 8:48:30 PM 3 0 3
1:49:40 PM 1 2 3 8:49:06 PM 2 0 2
1:50:28 PM 2 3 5 8:49:17 PM 2 0 2
Wednesday Queue
Orange Raising Cane's
Exhibit 10 - Traffic Report
Project: Date:

City: Day:

Pick-up to
Order Board
Behind Order
Board
8/22/2018
Wednesday
18-1161
Orange
12:00 PM - 2:30 PM 7:00PM - 9:30 PM
Total TotalArrival Time Behind Order
Board
Pick-up to
Order Board Arrival Time
1:50:57 PM 3 3 6 8:49:28 PM 2 1 3
1:51:12 PM 3 2 5 8:49:45 PM 1 1 2
1:51:33 PM 3 2 5 8:50:12 PM 2 0 2
1:51:44 PM 4 1 5 8:50:24 PM 2 1 3
1:51:50 PM 4 2 6 8:50:28 PM 2 2 4
1:52:02 PM 4 2 6 8:50:59 PM 2 2 4
1:52:07 PM 3 2 5 8:51:09 PM 1 2 3
1:52:23 PM 2 2 4 8:51:44 PM 0 2 2
1:52:32 PM 2 2 4 8:51:55 PM 0 3 3
1:52:41 PM 3 1 4 8:52:29 PM 1 2 3
1:52:44 PM 3 2 5 8:52:44 PM 1 3 4
1:52:54 PM 3 2 5 8:52:52 PM 1 4 5
1:53:10 PM 2 2 4 8:53:34 PM 1 5 6
1:53:31 PM 2 3 5 8:53:42 PM 1 5 6
1:53:51 PM 3 2 5 8:53:56 PM 2 5 7
1:54:03 PM 2 3 5 8:54:19 PM 2 4 6
1:54:21 PM 2 2 4 8:54:58 PM 3 3 6
1:54:30 PM 2 2 4 8:55:21 PM 3 3 6
1:54:36 PM 3 1 4 8:55:32 PM 3 4 7
1:54:57 PM 2 1 3 8:55:51 PM 3 4 7
1:55:10 PM 3 0 3 8:56:05 PM 2 4 6
1:55:14 PM 2 2 4 8:56:15 PM 2 5 7
1:55:25 PM 2 2 4 8:56:29 PM 3 4 7
1:55:43 PM 1 2 3 8:56:53 PM 3 5 8
1:55:50 PM 2 1 3 8:57:04 PM 2 5 7
1:55:57 PM 2 1 3 8:57:29 PM 2 4 6
1:56:23 PM 3 0 3 8:57:49 PM 2 4 6
1:56:31 PM 3 0 3 8:58:10 PM 3 3 6
1:56:44 PM 2 0 2 8:58:39 PM 3 4 7
1:56:55 PM 2 1 3 8:59:01 PM 2 4 6
1:57:07 PM 1 1 2 8:59:19 PM 3 4 7
1:57:54 PM 1 2 3 9:00:11 PM 4 4 8
1:57:59 PM 0 2 2 9:00:22 PM 4 5 9
1:58:18 PM 1 2 3 9:00:31 PM 5 4 9
1:58:35 PM 1 3 4 9:00:48 PM 5 5 10
1:58:49 PM 2 2 4 9:01:12 PM 4 5 9
1:58:57 PM 2 2 4 9:01:46 PM 5 5 10
1:59:21 PM 1 2 3 9:02:37 PM 4 5 9
1:59:32 PM 1 2 3 9:02:48 PM 5 4 9
1:59:41 PM 2 1 3 9:03:45 PM 4 4 8
1:59:49 PM 2 2 4 9:04:01 PM 3 4 7
1:59:55 PM 2 3 5 9:04:15 PM 4 3 7
2:00:03 PM 1 3 4 9:04:20 PM 4 4 8
2:00:14 PM 2 2 4 9:04:25 PM 3 4 7
2:00:21 PM 2 3 5 9:04:34 PM 4 4 8
2:00:38 PM 3 2 5 9:04:45 PM 3 3 6
2:00:47 PM 2 2 4 9:05:12 PM 4 2 6
2:01:05 PM 2 3 5 9:05:18 PM 3 2 5
2:01:22 PM 2 3 5 9:05:34 PM 3 3 6
2:01:32 PM 2 2 4 9:05:46 PM 4 2 6
2:01:49 PM 1 3 4 9:05:57 PM 3 3 6
Wednesday Queue
Orange Raising Cane's
Exhibit 10 - Traffic Report
Project: Date:

City: Day:

Pick-up to
Order Board
Behind Order
Board
8/22/2018
Wednesday
18-1161
Orange
12:00 PM - 2:30 PM 7:00PM - 9:30 PM
Total TotalArrival Time Behind Order
Board
Pick-up to
Order Board Arrival Time
2:02:12 PM 1 3 4 9:06:26 PM 3 2 5
2:02:22 PM 2 2 4 9:06:39 PM 3 2 5
2:02:56 PM 3 1 4 9:06:52 PM 2 3 5
2:03:05 PM 3 1 4 9:07:19 PM 3 2 5
2:03:10 PM 4 0 4 9:07:50 PM 3 2 5
2:03:23 PM 3 1 4 9:08:15 PM 3 2 5
2:03:39 PM 2 1 3 9:08:23 PM 3 3 6
2:04:05 PM 2 2 4 9:08:28 PM 2 3 5
2:04:10 PM 1 2 3 9:08:45 PM 3 2 5
2:04:17 PM 2 1 3 9:08:51 PM 2 2 4
2:04:39 PM 2 1 3 9:09:00 PM 2 3 5
2:04:52 PM 3 2 5 9:09:19 PM 2 2 4
2:05:01 PM 2 2 4 9:09:51 PM 1 2 3
2:05:30 PM 2 2 4 9:09:57 PM 1 2 3
2:05:42 PM 2 1 3 9:10:35 PM 2 3 5
2:06:02 PM 1 2 3 9:10:55 PM 1 3 4
2:06:22 PM 2 1 3 9:11:24 PM 2 3 5
2:06:27 PM 2 2 4 9:11:41 PM 2 5 7
2:00:35 PM 2 3 5 9:11:50 PM 2 6 8
2:06:43 PM 3 2 5 9:12:14 PM 2 6 8
2:07:27 PM 2 2 4 9:12:34 PM 2 6 8
2:07:35 PM 3 2 5 9:13:02 PM 2 5 7
2:07:55 PM 2 2 4 9:13:44 PM 2 4 6
2:08:09 PM 3 1 4 9:13:51 PM 2 5 7
2:08:24 PM 3 2 5 9:14:11 PM 1 5 6
2:08:34 PM 2 2 4 9:14:39 PM 1 5 6
2:08:54 PM 3 2 5 9:14:52 PM 2 5 7
2:09:03 PM 3 2 5 9:15:24 PM 2 6 8
2:09:10 PM 2 2 4 9:15:45 PM 3 5 8
2:09:17 PM 3 1 4 9:16:20 PM 4 5 9
2:09:46 PM 4 0 4 9:17:06 PM 4 6 10
2:09:51 PM 3 0 3 9:17:52 PM 3 6 9
2:10:37 PM 2 1 3 9:18:01 PM 2 6 8
2:10:59 PM 2 1 3 9:18:11 PM 3 5 8
2:11:17 PM 3 0 3 9:18:22 PM 2 5 7
2:11:26 PM 2 0 2 9:18:50 PM 3 4 7
2:11:46 PM 1 0 1 9:19:13 PM 4 4 8
2:11:52 PM 1 0 1 9:19:37 PM 3 5 8
2:11:56 PM 1 1 2 9:19:54 PM 4 4 8
2:12:22 PM 2 1 3 9:20:21 PM 4 4 8
2:12:46 PM 2 2 4 9:20:41 PM 5 4 9
2:13:01 PM 3 1 4 9:21:35 PM 4 6 10
2:13:11 PM 2 1 3 9:22:31 PM 5 5 10
2:13:22 PM 3 0 3 9:22:50 PM 5 6 11
2:13:49 PM 2 0 2 9:23:46 PM 4 6 10
2:14:15 PM 1 1 2 9:23:55 PM 5 7 12
2:14:36 PM 2 0 2 9:24:21 PM 3 6 9
2:14:54 PM 2 1 3 9:24:51 PM 3 6 9
2:15:08 PM 1 1 2 9:25:21 PM 3 4 7
2:15:17 PM 2 0 2 9:25:36 PM 3 5 8
2:15:36 PM 1 0 1 9:26:14 PM 3 4 7
Wednesday Queue
Orange Raising Cane's
Exhibit 10 - Traffic Report
Project: Date:

City: Day:

Pick-up to
Order Board
Behind Order
Board
8/22/2018
Wednesday
18-1161
Orange
12:00 PM - 2:30 PM 7:00PM - 9:30 PM
Total TotalArrival Time Behind Order
Board
Pick-up to
Order Board Arrival Time
2:15:54 PM 1 0 1 9:26:42 PM 4 3 7
2:16:32 PM 1 1 2 9:27:03 PM 4 3 7
2:17:21 PM 1 2 3 9:27:27 PM 3 2 5
2:17:31 PM 2 1 3 9:27:43 PM 3 3 6
2:17:50 PM 3 0 3 9:27:57 PM 2 3 5
2:18:04 PM 3 0 3 9:28:21 PM 3 3 6
2:18:27 PM 2 0 2 9:28:32 PM 3 4 7
2:19:06 PM 1 0 1 9:28:41 PM 2 4 6
2:19:34 PM 0 1 1 9:28:49 PM 2 4 6
2:19:55 PM 1 1 2 9:29:09 PM 2 4 6
2:20:05 PM 1 3 4 9:29:09 PM 2 3 5
2:20:37 PM 1 4 5 9:29:32 PM 2 3 5
2:20:45 PM 1 4 5 9:29:41 PM 3 2 5
2:21:28 PM 2 3 5 9:29:59 PM 2 3 5
2:21:52 PM 3 2 5 9:30:05 PM 2 3 5
2:22:05 PM 3 3 6
2:22:27 PM 4 2 6
2:22:47 PM 4 2 6
2:22:56 PM 3 2 5
2:23:21 PM 3 2 5
2:23:33 PM 4 1 5
2:23:42 PM 3 1 4
2:23:51 PM 4 0 4
2:23:53 PM 3 0 3
2:24:25 PM 2 0 2
2:24:50 PM 2 1 3
2:25:31 PM 1 1 2
2:25:52 PM 0 1 1
2:26:02 PM 1 0 1
2:26:13 PM 1 1 2
2:26:49 PM 2 1 3
2:27:04 PM 2 1 3
2:27:20 PM 1 1 2
2:27:27 PM 1 1 2
2:27:50 PM 0 1 1
2:27:57 PM 1 0 1
2:28:36 PM 1 0 1
2:28:42 PM 1 1 2
2:29:31 PM 1 1 2
2:29:37 PM 1 2 3
2:29:53 PM 2 1 3
Wednesday Queue
Orange Raising Cane's
Exhibit 10 - Traffic Report
Project: Date:

City: Day:
12:02:39 PM 0 1 1 7:01:58 PM 1 8 9
12:03:46 PM 2 1 3 7:03:12 PM 0 8 8
12:04:53 PM 1 1 2 7:03:33 PM 1 7 8
12:05:49 PM 2 1 3 7:04:10 PM 2 7 9
12:06:12 PM 2 2 4 7:04:21 PM 2 7 9
12:06:34 PM 1 2 3 7:04:40 PM 3 7 10
12:06:44 PM 2 1 3 7:04:53 PM 4 6 10
12:06:53 PM 2 2 4 7:05:10 PM 3 6 9
12:07:00 PM 2 3 5 7:05:17 PM 2 5 7
12:07:15 PM 2 2 4 7:05:29 PM 2 7 9
12:07:37 PM 2 2 4 7:06:15 PM 0 7 7
12:08:04 PM 3 2 5 7:06:57 PM 2 6 8
12:08:23 PM 2 2 4 7:07:21 PM 2 8 10
12:08:38 PM 2 2 4 7:07:46 PM 3 10 13
12:08:57 PM 1 2 3 7:08:36 PM 3 9 12
12:09:05 PM 2 3 5 7:08:56 PM 2 9 11
12:09:22 PM 2 4 6 7:09:28 PM 4 8 12
12:09:43 PM 3 3 6 7:09:52 PM 3 7 10
12:09:17 PM 2 4 6 7:10:11 PM 2 8 10
12:10:02 PM 2 4 6 7:10:42 PM 3 8 11
12:10:18 PM 3 4 7 7:11:01 PM 1 8 9
12:10:32 PM 3 4 7 7:11:20 PM 3 7 10
12:10:53 PM 4 4 8 7:11:31 PM 2 7 9
12:11:26 PM 5 3 8 7:11:51 PM 2 7 9
12:11:38 PM 5 4 9 7:12:07 PM 1 7 8
12:12:03 PM 4 5 9 7:12:38 PM 0 7 7
12:12:19 PM 3 5 8 7:12:46 PM 1 6 7
12:12:36 PM 4 4 8 7:13:28 PM 2 7 9
12:13:04 PM 3 5 8 7:13:50 PM 3 6 9
12:13:14 PM 3 4 7 7:14:19 PM 4 5 9
12:13:38 PM 4 4 8 7:14:43 PM 3 5 8
12:13:56 PM 3 4 7 7:15:49 PM 3 6 9
12:14:12 PM 2 4 6 7:16:08 PM 2 6 8
12:14:47 PM 2 4 6 7:16:29 PM 1 6 7
12:14:58 PM 1 4 5 7:16:50 PM 0 8 8
12:15:05 PM 1 4 5 7:17:03 PM 1 9 10
12:16:10 PM 2 3 5 7:17:38 PM 2 9 11
12:16:28 PM 2 4 6 7:18:06 PM 2 10 12
12:16:43 PM 1 4 5 7:18:13 PM 3 10 13
12:16:50 PM 1 4 5 7:18:40 PM 4 9 13
12:17:05 PM 2 3 5 7:19:36 PM 5 8 13
12:17:22 PM 1 4 5 7:20:07 PM 5 7 12
12:17:41 PM 2 3 5 7:20:27 PM 4 7 11
12:17:53 PM 2 3 5 7:20:48 PM 3 9 12
12:18:16 PM 3 3 6 7:21:28 PM 2 10 12
12:18:29 PM 3 4 7 7:21:41 PM 2 11 13
12:18:57 PM 3 4 7 7:22:00 PM 1 11 12
Pick-up to
Order Board
Behind Order
Board
Queue Study
Prepared by National Data & Surveying Services
8/18/2018
Saturday
18-1161
Orange
12:00 PM - 2:30 PM 7:00PM - 9:30 PM
Total TotalArrival Time Behind Order
Board
Pick-up to
Order Board Arrival Time
Saturday Queue
Orange Raising Cane's
Exhibit 10 - Traffic Report
Project: Date:

City: Day:

Pick-up to
Order Board
Behind Order
Board
8/18/2018
Saturday
18-1161
Orange
12:00 PM - 2:30 PM 7:00PM - 9:30 PM
Total TotalArrival Time Behind Order
Board
Pick-up to
Order Board Arrival Time
12:19:20 PM 2 4 6 7:22:27 PM 0 11 11
12:19:35 PM 3 4 7 7:22:55 PM 1 11 12
12:19:58 PM 4 4 8 7:23:30 PM 2 10 12
12:20:10 PM 3 4 7 7:23:58 PM 2 10 12
12:20:46 PM 3 4 7 7:24:24 PM 3 9 12
12:21:05 PM 2 4 6 7:24:40 PM 3 9 12
12:21:15 PM 2 3 5 7:24:52 PM 2 9 11
12:21:31 PM 1 3 4 7:25:03 PM 3 9 12
12:21:38 PM 2 3 5 7:25:21 PM 3 9 12
12:21:49 PM 2 4 6 7:25:59 PM 4 9 13
12:22:21 PM 2 4 6 7:26:19 PM 4 9 13
12:22:48 PM 1 4 5 7:26:48 PM 3 9 12
12:22:59 PM 2 5 7 7:27:01 PM 2 10 12
12:23:01 PM 2 5 7 7:27:33 PM 3 10 13
12:23:32 PM 1 6 7 7:27:57 PM 4 9 13
12:23:53 PM 1 6 7 7:29:43 PM 4 9 13
12:24:24 PM 0 6 6 7:30:04 PM 3 9 12
12:24:32 PM 1 5 6 7:30:17 PM 4 11 15
12:25:00 PM 2 6 8 7:31:07 PM 4 10 14
12:25:46 PM 3 5 8 7:31:17 PM 3 10 13
12:26:27 PM 4 5 9 7:31:44 PM 3 10 13
12:26:42 PM 3 5 8 7:31:59 PM 4 9 13
12:27:06 PM 3 6 9 7:32:06 PM 3 9 12
12:27:37 PM 3 5 8 7:32:16 PM 4 12 16
12:27:52 PM 3 6 9 7:32:37 PM 2 11 13
12:28:06 PM 3 7 10 7:32:57 PM 3 11 14
12:28:31 PM 2 8 10 7:33:12 PM 3 10 13
12:28:52 PM 2 8 10 7:33:57 PM 4 9 13
12:29:03 PM 3 7 10 7:34:09 PM 3 9 12
12:29:29 PM 2 6 8 7:34:41 PM 3 10 13
12:29:57 PM 3 5 8 7:35:11 PM 4 10 14
12:30:20 PM 2 5 7 7:35:21 PM 3 10 13
12:30:32 PM 2 5 7 7:35:31 PM 2 10 12
12:30:47 PM 2 6 8 7:35:50 PM 1 9 10
12:31:11 PM 2 6 8 7:37:00 PM 2 10 12
12:31:24 PM 2 6 8 7:37:15 PM 1 10 11
12:31:57 PM 3 5 8 7:37:47 PM 2 9 11
12:32:07 PM 2 5 7 7:38:05 PM 3 8 11
12:32:21 PM 2 5 7 7:38:55 PM 3 8 11
12:32:40 PM 3 4 7 7:39:16 PM 4 7 11
12:32:58 PM 2 4 6 7:39:35 PM 3 7 10
12:33:08 PM 3 3 6 7:39:57 PM 3 6 9
12:33:19 PM 2 3 5 7:40:10 PM 2 6 8
12:33:36 PM 3 2 5 7:40:49 PM 3 5 8
12:33:56 PM 3 2 5 7:41:19 PM 2 5 7
12:34:06 PM 4 1 5 7:41:41 PM 3 4 7
12:34:16 PM 4 2 6 7:41:52 PM 2 6 8
12:34:25 PM 3 3 6 7:42:14 PM 1 6 7
12:34:39 PM 2 3 5 7:42:22 PM 2 5 7
12:34:53 PM 2 3 5 7:42:31 PM 2 6 8
12:35:03 PM 3 3 6 7:42:56 PM 4 5 9
Saturday Queue
Orange Raising Cane's
Exhibit 10 - Traffic Report
Project: Date:

City: Day:

Pick-up to
Order Board
Behind Order
Board
8/18/2018
Saturday
18-1161
Orange
12:00 PM - 2:30 PM 7:00PM - 9:30 PM
Total TotalArrival Time Behind Order
Board
Pick-up to
Order Board Arrival Time
12:35:19 PM 3 3 6 7:43:07 PM 3 5 8
12:35:25 PM 2 3 5 7:43:16 PM 3 6 9
12:35:45 PM 1 3 4 7:43:33 PM 4 5 9
12:35:52 PM 1 3 4 7:43:49 PM 3 5 8
12:36:11 PM 2 2 4 7:43:55 PM 3 6 9
12:36:19 PM 2 3 5 7:44:54 PM 4 5 9
12:36:27 PM 2 4 6 7:45:14 PM 3 4 7
12:36:44 PM 1 4 5 7:45:25 PM 4 3 7
12:36:55 PM 2 3 5 7:45:40 PM 3 3 6
12:37:04 PM 2 3 5 7:45:57 PM 3 2 5
12:37:39 PM 2 3 5 7:46:16 PM 2 2 4
12:38:05 PM 1 4 5 7:46:32 PM 2 3 5
12:38:28 PM 0 4 4 7:46:42 PM 2 3 5
12:39:12 PM 0 5 5 7:47:06 PM 3 2 5
12:39:29 PM 1 4 5 7:47:40 PM 3 3 6
12:39:59 PM 2 3 5 7:48:00 PM 3 2 5
12:40:29 PM 3 3 6 7:48:24 PM 4 7 11
12:40:50 PM 2 2 4 7:49:03 PM 4 2 6
12:41:09 PM 3 2 5 7:49:09 PM 5 1 6
12:41:21 PM 2 2 4 7:50:23 PM 5 2 7
12:41:35 PM 2 3 5 7:51:21 PM 5 2 7
12:42:15 PM 2 4 6 7:51:49 PM 4 2 6
12:43:01 PM 3 4 7 7:52:07 PM 5 1 6
12:43:40 PM 3 3 6 7:52:34 PM 4 1 5
12:44:07 PM 3 5 8 7:52:47 PM 3 1 4
12:44:24 PM 3 6 9 7:53:12 PM 3 1 4
12:44:42 PM 2 6 8 7:53:40 PM 4 0 4
12:45:20 PM 3 6 9 7:54:20 PM 3 0 3
12:45:39 PM 2 6 8 7:54:18 PM 2 0 2
12:45:56 PM 3 5 8 7:54:26 PM 1 0 1
12:46:37 PM 2 6 8 7:55:35 PM 1 1 2
12:47:00 PM 2 5 7 7:55:47 PM 1 2 3
12:47:30 PM 3 5 8 7:56:08 PM 0 2 2
12:47:52 PM 2 6 8 7:56:35 PM 1 1 2
12:48:30 PM 2 6 8 7:57:02 PM 2 0 2
12:49:23 PM 1 8 9 7:57:11 PM 2 0 2
12:49:35 PM 2 6 8 7:57:38 PM 1 0 1
12:49:51 PM 2 4 6 7:57:52 PM 1 1 2
12:50:50 PM 2 5 7 7:58:14 PM 0 1 1
12:51:10 PM 1 5 6 7:58:33 PM 0 2 2
12:51:26 PM 2 6 8 7:58:45 PM 0 3 3
12:51:44 PM 3 6 9 7:58:51 PM 1 2 3
12:52:00 PM 2 6 8 7:59:00 PM 1 3 4
12:52:19 PM 2 5 7 7:59:12 PM 2 2 4
12:52:37 PM 2 5 7 7:59:38 PM 2 3 5
12:52:53 PM 2 5 7 8:00:21 PM 2 3 5
12:53:24 PM 3 5 8 8:00:30 PM 1 3 4
12:53:37 PM 3 3 6 8:00:58 PM 1 2 3
12:53:59 PM 3 4 7 8:01:28 PM 1 3 4
12:54:30 PM 3 4 7 8:02:33 PM 1 2 3
12:54:44 PM 3 4 7 8:02:49 PM 1 3 4
Saturday Queue
Orange Raising Cane's
Exhibit 10 - Traffic Report
Project: Date:

City: Day:

Pick-up to
Order Board
Behind Order
Board
8/18/2018
Saturday
18-1161
Orange
12:00 PM - 2:30 PM 7:00PM - 9:30 PM
Total TotalArrival Time Behind Order
Board
Pick-up to
Order Board Arrival Time
12:54:58 PM 2 4 6 8:03:07 PM 2 2 4
12:55:14 PM 3 3 6 8:03:22 PM 2 3 5
12:55:40 PM 1 4 5 8:03:35 PM 3 2 5
12:56:06 PM 0 4 4 8:03:45 PM 2 3 5
12:56:27 PM 0 5 5 8:04:03 PM 3 2 5
12:56:55 PM 1 6 7 8:04:28 PM 2 2 4
12:57:18 PM 2 5 7 8:04:42 PM 2 2 4
12:57:41 PM 1 5 6 8:05:06 PM 3 1 4
12:58:10 PM 2 4 6 8:05:23 PM 3 2 5
12:58:38 PM 3 3 6 8:05:41 PM 3 1 4
12:58:50 PM 4 2 6 8:06:00 PM 3 2 5
12:58:59 PM 3 1 4 8:06:10 PM 2 2 4
12:59:10 PM 2 2 4 8:06:19 PM 2 3 5
12:59:30 PM 3 3 6 8:06:32 PM 1 4 5
12:59:45 PM 3 5 8 8:06:49 PM 2 3 5
1:01:00 PM 2 5 7 8:07:08 PM 2 4 6
1:01:38 PM 3 8 11 8:07:17 PM 2 4 6
1:02:04 PM 4 7 11 8:07:38 PM 2 3 5
1:02:20 PM 4 4 8 8:08:05 PM 2 3 5
1:03:06 PM 3 8 11 8:08:45 PM 1 3 4
1:04:10 PM 3 9 12 8:08:55 PM 1 4 5
1:04:27 PM 3 5 8 8:09:07 PM 0 4 4
1:04:56 PM 3 6 9 8:09:41 PM 1 3 4
1:05:20 PM 4 6 10 8:10:40 PM 1 3 4
1:05:53 PM 4 6 10 8:11:09 PM 2 2 4
1:06:45 PM 4 6 10 8:11:17 PM 2 3 5
1:07:27 PM 4 8 12 8:11:36 PM 2 4 6
1:08:30 PM 3 9 12 8:11:45 PM 2 4 6
1:09:18 PM 4 9 13 8:11:58 PM 2 5 7
1:09:36 PM 4 9 13 8:12:09 PM 2 4 6
1:09:54 PM 3 5 8 8:12:23 PM 3 5 8
1:10:09 PM 3 9 12 8:12:39 PM 3 6 9
1:10:25 PM 2 10 12 8:13:11 PM 3 6 9
1:10:39 PM 3 10 13 8:13:19 PM 4 6 10
1:11:04 PM 3 8 11 8:13:34 PM 3 6 9
1:11:25 PM 3 9 12 8:13:53 PM 4 5 9
1:11:32 PM 4 8 12 8:14:11 PM 3 5 8
1:11:49 PM 3 9 12 8:14:36 PM 4 4 8
1:12:05 PM 2 9 11 8:15:13 PM 4 4 8
1:12:35 PM 2 7 9 8:15:24 PM 4 5 9
1:13:13 PM 1 5 6 8:15:42 PM 3 6 9
1:13:24 PM 1 5 6 8:16:09 PM 4 6 10
1:13:34 PM 2 6 8 8:16:34 PM 4 5 9
1:14:16 PM 2 9 11 8:16:51 PM 4 6 10
1:14:24 PM 1 9 10 8:16:59 PM 3 6 9
1:14:41 PM 1 11 12 8:17:14 PM 4 7 11
1:14:42 PM 2 9 11 8:17:52 PM 5 6 11
1:15:06 PM 1 9 10 8:18:29 PM 5 6 11
1:15:25 PM 2 10 12 8:18:53 PM 4 8 12
1:15:51 PM 3 9 12 8:19:10 PM 5 7 12
1:16:25 PM 2 9 11 8:19:22 PM 4 6 10
Saturday Queue
Orange Raising Cane's
Exhibit 10 - Traffic Report
Project: Date:

City: Day:

Pick-up to
Order Board
Behind Order
Board
8/18/2018
Saturday
18-1161
Orange
12:00 PM - 2:30 PM 7:00PM - 9:30 PM
Total TotalArrival Time Behind Order
Board
Pick-up to
Order Board Arrival Time
1:16:40 PM 3 9 12 8:19:49 PM 5 7 12
1:17:07 PM 2 8 10 8:20:20 PM 3 7 10
1:17:33 PM 2 8 10 8:21:21 PM 3 7 10
1:17:56 PM 2 10 12 8:21:34 PM 3 8 11
1:18:38 PM 2 11 13 8:21:48 PM 3 8 11
1:18:53 PM 1 11 12 8:22:41 PM 3 8 11
1:19:47 PM 0 11 11 8:23:52 PM 1 6 7
1:19:54 PM 1 9 10 8:23:52 PM 2 7 9
1:20:49 PM 2 9 11 8:24:25 PM 2 5 7
1:21:18 PM 3 8 11 8:24:54 PM 2 5 7
1:21:44 PM 3 8 11 8:25:20 PM 2 4 6
1:22:15 PM 4 9 13 8:25:36 PM 3 3 6
1:22:37 PM 5 8 13 8:16:04 PM 2 4 6
1:23:05 PM 4 8 12 8:16:18 PM 2 5 7
1:23:25 PM 4 7 11 8:16:52 PM 2 4 6
1:23:49 PM 3 7 10 8:27:29 PM 1 6 7
1:24:00 PM 2 7 9 8:28:13 PM 1 6 7
1:24:20 PM 2 7 9 8:28:51 PM 2 6 8
1:24:36 PM 2 7 9 8:29:07 PM 3 6 9
1:24:55 PM 2 5 7 8:29:53 PM 3 4 7
1:25:32 PM 3 4 7 8:30:19 PM 1 7 8
1:26:01 PM 3 4 7 8:30:34 PM 3 6 9
1:26:20 PM 3 5 8 8:31:10 PM 3 4 7
1:26:39 PM 4 4 8 8:31:42 PM 2 4 6
1:27:36 PM 2 4 6 8:32:18 PM 3 2 5
1:27:45 PM 3 3 6 8:32:36 PM 4 1 5
1:28:01 PM 2 4 6 8:33:10 PM 3 2 5
1:28:13 PM 2 4 6 8:33:29 PM 2 3 5
1:28:45 PM 2 4 6 8:34:03 PM 1 6 7
1:28:54 PM 3 4 7 8:34:16 PM 0 6 6
1:29:04 PM 3 4 7 8:34:37 PM 1 5 6
1:29:08 PM 2 4 6 8:35:12 PM 1 6 7
1:29:15 PM 3 4 7 8:35:21 PM 1 6 7
1:29:17 PM 3 6 9 8:35:40 PM 2 7 9
1:29:31 PM 2 6 8 8:35:57 PM 1 7 8
1:29:55 PM 3 7 10 8:36:37 PM 2 6 8
1:30:17 PM 2 7 9 8:37:00 PM 2 6 8
1:30:30 PM 2 6 8 8:37:30 PM 3 6 9
1:30:56 PM 3 5 8 8:37:50 PM 3 7 10
1:31:42 PM 4 5 9 8:38:15 PM 3 6 9
1:32:03 PM 3 6 9 8:38:33 PM 2 6 8
1:32:30 PM 2 7 9 8:38:47 PM 2 6 8
1:32:42 PM 2 8 10 8:39:17 PM 2 9 11
1:32:50 PM 3 8 11 8:39:35 PM 1 9 10
1:33:23 PM 4 8 12 8:40:25 PM 2 8 10
1:33:55 PM 3 8 11 8:40:46 PM 3 7 10
1:34:08 PM 4 9 13 8:41:08 PM 2 7 9
1:34:30 PM 3 8 11 8:41:16 PM 3 9 12
1:34:58 PM 3 7 10 8:41:30 PM 3 9 12
1:35:13 PM 3 7 10 8:41:43 PM 4 6 10
1:35:33 PM 2 8 10 8:42:27 PM 5 6 11
Saturday Queue
Orange Raising Cane's
Exhibit 10 - Traffic Report
Project: Date:

City: Day:

Pick-up to
Order Board
Behind Order
Board
8/18/2018
Saturday
18-1161
Orange
12:00 PM - 2:30 PM 7:00PM - 9:30 PM
Total TotalArrival Time Behind Order
Board
Pick-up to
Order Board Arrival Time
1:35:50 PM 3 9 12 8:42:37 PM 4 8 12
1:36:08 PM 2 9 11 8:42:59 PM 3 8 11
1:36:22 PM 3 7 10 8:43:27 PM 4 9 13
1:37:02 PM 3 5 8 8:43:54 PM 2 9 11
1:37:51 PM 2 5 7 8:44:28 PM 1 9 10
1:38:05 PM 3 4 7 8:44:39 PM 2 9 11
1:38:30 PM 2 4 6 8:44:53 PM 3 8 11
1:39:01 PM 3 3 6 8:45:10 PM 2 10 12
1:39:24 PM 3 2 5 8:45:20 PM 2 10 12
1:39:43 PM 3 4 7 8:45:49 PM 3 12 15
1:40:07 PM 3 6 9 8:46:10 PM 2 11 13
1:40:20 PM 3 6 9 8:46:33 PM 2 12 14
1:40:32 PM 4 5 9 8:47:09 PM 3 12 15
1:41:19 PM 3 5 8 8:47:33 PM 3 13 16
1:41:34 PM 4 5 9 8:47:45 PM 4 13 17
1:42:04 PM 3 4 7 8:48:53 PM 5 12 17
1:42:24 PM 4 4 8 8:49:03 PM 4 11 15
1:42:38 PM 4 5 9 8:49:33 PM 3 12 15
1:42:53 PM 3 5 8 8:49:49 PM 4 12 16
1:43:16 PM 2 5 7 8:50:08 PM 3 11 14
1:43:32 PM 2 5 7 8:50:44 PM 4 12 16
1:43:45 PM 3 4 7 8:51:43 PM 4 10 14
1:43:58 PM 2 4 6 8:51:55 PM 5 10 15
1:44:21 PM 2 4 6 8:52:46 PM 5 11 16
1:44:39 PM 3 3 6 8:53:47 PM 5 10 15
1:44:59 PM 3 2 5 8:54:38 PM 5 12 17
1:45:17 PM 3 3 6 8:55:06 PM 4 12 16
1:45:31 PM 3 3 6 8:55:25 PM 4 9 13
1:45:46 PM 3 3 6 8:55:41 PM 4 9 13
1:46:11 PM 4 2 6 8:56:23 PM 4 9 13
1:46:47 PM 4 2 6 8:57:59 PM 5 11 16
1:47:00 PM 3 2 5 8:58:16 PM 5 12 17
1:47:15 PM 3 2 5 8:58:46 PM 5 12 17
1:47:26 PM 4 1 5 8:59:22 PM 5 11 16
1:47:37 PM 4 2 6 8:59:48 PM 5 10 15
1:47:54 PM 3 3 6 9:00:45 PM 4 12 16
1:48:06 PM 4 2 6 9:01:28 PM 5 11 16
1:48:29 PM 3 2 5 9:02:19 PM 5 12 17
1:48:52 PM 2 2 4 9:02:49 PM 5 11 16
1:49:10 PM 2 2 4 9:03:36 PM 5 11 16
1:49:24 PM 3 1 4 9:04:05 PM 5 10 15
1:49:39 PM 2 2 4 9:04:45 PM 4 11 15
1:49:48 PM 3 1 4 9:05:02 PM 4 10 14
1:50:18 PM 3 0 3 9:05:42 PM 3 10 13
1:50:42 PM 2 0 2 9:05:53 PM 3 10 13
1:50:51 PM 2 2 4 9:06:02 PM 4 10 14
1:51:14 PM 1 2 3 9:06:13 PM 3 10 13
1:51:31 PM 1 2 3 9:06:22 PM 3 13 16
1:52:40 PM 2 1 3 9:06:38 PM 3 12 15
1:51:54 PM 1 2 3 9:06:53 PM 3 12 15
1:52:02 PM 3 0 3 9:07:20 PM 3 11 14
Saturday Queue
Orange Raising Cane's
Exhibit 10 - Traffic Report
Project: Date:

City: Day:

Pick-up to
Order Board
Behind Order
Board
8/18/2018
Saturday
18-1161
Orange
12:00 PM - 2:30 PM 7:00PM - 9:30 PM
Total TotalArrival Time Behind Order
Board
Pick-up to
Order Board Arrival Time
1:52:28 PM 1 0 1 9:07:49 PM 3 10 13
1:52:38 PM 2 1 3 9:08:16 PM 2 9 11
1:53:10 PM 3 2 5 9:08:49 PM 3 8 11
1:53:23 PM 2 2 4 9:08:59 PM 2 7 9
1:53:49 PM 2 2 4 9:09:20 PM 2 7 9
1:53:58 PM 3 2 5 9:10:01 PM 3 8 11
1:54:29 PM 3 1 4 9:10:18 PM 2 8 10
1:54:42 PM 3 0 3 9:10:40 PM 2 7 9
1:54:59 PM 3 2 5 9:11:12 PM 2 7 9
1:55:22 PM 2 2 4 9:11:28 PM 3 7 10
1:55:30 PM 1 2 3 9:12:47 PM 3 6 9
1:55:43 PM 2 1 3 9:13:26 PM 2 6 8
1:56:19 PM 3 0 3 9:13:51 PM 3 5 8
1:56:27 PM 2 0 2 9:14:40 PM 3 4 7
1:57:08 PM 2 0 2 9:15:01 PM 2 5 7
1:57:26 PM 2 1 3 9:15:24 PM 3 6 9
1:57:35 PM 1 1 2 9:16:04 PM 2 6 8
1:57:41 PM 1 2 3 9:16:33 PM 1 8 9
1:57:48 PM 1 3 4 9:17:09 PM 0 8 8
1:57:53 PM 0 3 3 9:17:45 PM 1 7 8
1:58:02 PM 1 2 3 9:18:33 PM 1 6 7
1:58:11 PM 1 3 4 9:19:02 PM 2 5 7
1:58:42 PM 2 2 4 9:19:20 PM 1 5 6
1:59:00 PM 2 2 4 9:20:01 PM 2 5 7
1:59:11 PM 3 1 4 9:20:29 PM 3 4 7
1:59:42 PM 2 0 2 9:21:21 PM 3 5 8
1:59:55 PM 2 2 4 9:21:29 PM 2 5 7
2:00:00 PM 1 2 3 9:21:38 PM 2 6 8
2:00:59 PM 1 2 3 9:21:48 PM 1 7 8
2:01:27 PM 2 1 3 9:22:40 PM 2 8 10
2:01:57 PM 3 2 5 9:23:36 PM 1 8 9
2:02:06 PM 3 3 6 9:23:50 PM 2 7 9
2:02:24 PM 4 2 6 9:24:04 PM 2 7 9
2:02:51 PM 3 2 5 9:24:22 PM 2 8 10
2:03:20 PM 3 2 5 9:24:41 PM 3 9 12
2:03:41 PM 2 1 3 9:25:08 PM 3 11 14
2:04:00 PM 3 0 3 9:25:17 PM 3 12 15
2:04:25 PM 3 0 3 9:25:29 PM 2 11 13
2:05:00 PM 3 2 5 9:25:47 PM 2 10 12
2:06:05 PM 3 2 5 9:26:06 PM 1 9 10
2:06:43 PM 2 2 4 9:26:44 PM 0 10 10
2:07:16 PM 2 1 3 9:26:58 PM 2 9 11
2:07:50 PM 2 0 2 9:27:43 PM 2 8 10
2:08:25 PM 2 2 4 9:28:28 PM 2 7 9
2:08:50 PM 3 2 5 9:29:10 PM 2 8 10
2:09:46 PM 4 1 5 9:30:44 PM 2 8 10
2:10:10 PM 4 3 7
2:10:36 PM 5 3 8
2:10:48 PM 4 3 7
2:11:05 PM 4 4 8
2:12:04 PM 3 4 7
Saturday Queue
Orange Raising Cane's
Exhibit 10 - Traffic Report
Project: Date:

City: Day:

Pick-up to
Order Board
Behind Order
Board
8/18/2018
Saturday
18-1161
Orange
12:00 PM - 2:30 PM 7:00PM - 9:30 PM
Total TotalArrival Time Behind Order
Board
Pick-up to
Order Board Arrival Time
2:13:30 PM 4 4 8
2:13:55 PM 2 4 6
2:14:21 PM 2 4 6
2:14:51 PM 1 4 5
2:15:18 PM 2 4 6
2:15:50 PM 1 5 6
2:16:05 PM 2 4 6
2:16:19 PM 3 3 6
2:16:44 PM 2 3 5
2:16:56 PM 3 3 6
2:17:07 PM 2 4 6
2:17:16 PM 2 4 6
2:17:26 PM 1 4 5
2:17:37 PM 2 3 5
2:18:17 PM 3 2 5
2:18:42 PM 2 2 4
2:18:54 PM 2 3 5
2:19:04 PM 3 2 5
2:19:30 PM 4 2 6
2:19:56 PM 4 2 6
2:19:59 PM 4 3 7
2:20:50 PM 4 4 8
2:21:10 PM 3 2 5
2:21:26 PM 3 2 5
2:21:34 PM 3 1 4
2:21:41 PM 3 1 4
2:22:26 PM 4 0 4
2:22:44 PM 4 1 5
2:22:56 PM 4 2 6
2:23:43 PM 4 3 7
2:24:49 PM 5 3 8
2:25:11 PM 4 5 9
2:25:40 PM 4 4 8
2:26:03 PM 3 4 7
2:26:18 PM 3 6 9
2:26:33 PM 2 6 8
2:26:45 PM 3 5 8
2:27:44 PM 4 6 10
2:27:52 PM 3 6 9
2:28:09 PM 2 6 8
2:28:21 PM 3 6 9
2:28:49 PM 3 5 8
2:29:19 PM 3 4 7
2:29:48 PM 3 3 6
Saturday Queue
Orange Raising Cane's
Exhibit 10 - Traffic Report
Project: 11066 Magnolia Ave Riverside Date: 3/27/2019
City: Riverside,CA Day: Wednesday
Arrival Time Pick-up to
Order Board
Behind Order
Board Total Time:
(by min)
Pick-up to
Order Board
Behind Order
Board Total
11:00 AM 0 0 0 4:00 PM 1 2 3
11:01 AM 0 0 0 4:01 PM 1 1 2
11:02 AM 0 0 0 4:02 PM 3 2 5
11:03 AM 0 0 0 4:03 PM 3 3 6
11:04 AM 0 0 0 4:04 PM 4 2 6
11:05 AM 0 1 1 4:05 PM 3 1 4
11:06 AM 0 1 1 4:06 PM 2 2 4
11:07 AM 1 2 3 4:07 PM 4 1 5
11:08 AM 1 3 4 4:08 PM 3 0 3
11:09 AM 2 1 3 4:09 PM 1 0 1
11:10 AM 3 1 4 4:10 PM 1 2 3
11:11 AM 3 0 3 4:11 PM 2 2 4
11:12 AM 2 0 2 4:12 PM 2 1 3
11:13 AM 1 1 2 4:13 PM 2 0 2
11:14 AM 0 3 3 4:14 PM 1 1 2
11:15 AM 1 4 5 4:15 PM 1 0 1
11:16 AM 2 2 4 4:16 PM 0 0 0
11:17 AM 3 0 3 4:17 PM 0 0 0
11:18 AM 2 0 2 4:18 PM 0 4 4
11:19 AM 0 0 0 4:19 PM 1 3 4
11:20 AM 0 2 2 4:20 PM 1 2 3
11:21 AM 1 1 2 4:21 PM 2 0 2
11:22 AM 1 2 3 4:22 PM 1 0 1
11:23 AM 4 1 5 4:23 PM 1 1 2
11:24 AM 4 2 6 4:24 PM 2 1 3
11:25 AM 4 1 5 4:25 PM 2 1 3
11:26 AM 2 1 3 4:26 PM 2 1 3
11:27 AM 1 2 3 4:27 PM 1 1 2
11:28 AM 1 1 2 4:28 PM 1 0 1
11:29 AM 1 0 1 4:29 PM 0 1 1
11:30 AM 1 1 2 4:30 PM 1 1 2
11:31 AM 1 0 1 4:31 PM 0 3 3
11:32 AM 0 0 0 4:32 PM 2 1 3
11:33 AM 1 0 1 4:33 PM 2 1 3
11:34 AM 1 0 1 4:34 PM 1 1 2
11:35 AM 1 1 2 4:35 PM 1 0 1
11:36 AM 2 0 2 4:36 PM 1 0 1
11:37 AM 0 1 1 4:37 PM 0 3 3
11:38 AM 1 0 1 4:38 PM 1 6 7
11:39 AM 1 1 2 4:39 PM 2 5 7
11:40 AM 0 0 0 4:40 PM 1 4 5
11:41 AM 0 0 0 4:41 PM 2 4 6
11:42 AM 0 1 1 4:42 PM 2 4 6
11:43 AM 0 1 1 4:43 PM 1 3 4
11:44 AM 1 0 1 4:44 PM 3 1 4
11:45 AM 1 1 2 4:45 PM 3 1 4
11:46 AM 1 2 3 4:46 PM 3 2 5
11:47 AM 2 1 3 4:47 PM 4 2 6
11:48 AM 3 0 3 4:48 PM 6 3 9
11:49 AM 2 0 2 4:49 PM 6 2 8
11:50 AM 1 1 2 4:50 PM 6 3 9
11:51 AM 1 1 2 4:51 PM 6 4 10
11:52 AM 1 3 4 4:52 PM 6 3 9
11:53 AM 3 1 4 4:53 PM 5 3 8
11:54 AM 3 2 5 4:54 PM 5 2 7
11:55 AM 3 0 3 4:55 PM 3 2 5
11:56 AM 2 1 3 4:56 PM 2 1 3
11:57 AM 1 0 1 4:57 PM 3 0 3
11:58 AM 1 3 4 4:58 PM 2 1 3
11:59 AM 1 3 4 4:59 PM 3 1 4
12:00 PM 1 3 4 5:00 PM 4 2 6
12:01 PM 2 1 3 5:01 PM 4 1 5
12:02 PM 1 6 7 5:02 PM 4 1 5
12:03 PM 3 5 8 5:03 PM 2 0 2
12:04 PM 3 4 7 5:04 PM 1 1 2
12:05 PM 4 3 7 5:05 PM 1 0 1
Prepared by National Data & Surveying Services
Queue Study
Wednesday Queue
Exhibit 10 - Traffic Report
Project: 11066 Magnolia Ave Riverside Date: 3/27/2019
City: Riverside,CA Day: Wednesday
Arrival Time Pick-up to
Order Board
Behind Order
Board Total Time:
(by min)
Pick-up to
Order Board
Behind Order
Board Total
12:06 PM 6 1 7 5:06 PM 1 0 1
12:07 PM 4 3 7 5:07 PM 0 0 0
12:08 PM 6 1 7 5:08 PM 0 0 0
12:09 PM 4 0 4 5:09 PM 0 0 0
12:10 PM 2 1 3 5:10 PM 0 1 1
12:11 PM 1 4 5 5:11 PM 1 0 1
12:12 PM 2 2 4 5:12 PM 1 1 2
12:13 PM 2 1 3 5:13 PM 1 3 4
12:14 PM 2 3 5 5:14 PM 3 0 3
12:15 PM 2 3 5 5:15 PM 2 0 2
12:16 PM 2 2 4 5:16 PM 2 1 3
12:17 PM 2 2 4 5:17 PM 2 0 2
12:18 PM 2 2 4 5:18 PM 1 0 1
12:19 PM 1 3 4 5:19 PM 0 1 1
12:20 PM 2 1 3 5:20 PM 0 2 2
12:21 PM 2 1 3 5:21 PM 2 1 3
12:22 PM 1 1 2 5:22 PM 2 2 4
12:23 PM 1 2 3 5:23 PM 2 1 3
12:24 PM 1 3 4 5:24 PM 2 1 3
12:25 PM 1 5 6 5:25 PM 2 4 6
12:26 PM 1 7 8 5:26 PM 2 2 4
12:27 PM 2 6 8 5:27 PM 1 5 6
12:28 PM 3 6 9 5:28 PM 3 5 8
12:29 PM 2 5 7 5:29 PM 1 5 6
12:30 PM 0 6 6 5:30 PM 1 5 6
12:31 PM 2 6 8 5:31 PM 2 6 8
12:32 PM 3 4 7 5:32 PM 4 5 9
12:33 PM 3 4 7 5:33 PM 5 4 9
12:34 PM 3 3 6 5:34 PM 5 5 10
12:35 PM 2 3 5 5:35 PM 5 3 8
12:36 PM 2 3 5 5:36 PM 3 3 6
12:37 PM 1 5 6 5:37 PM 2 3 5
12:38 PM 1 8 9 5:38 PM 1 3 4
12:39 PM 2 5 7 5:39 PM 2 3 5
12:40 PM 3 9 12 5:40 PM 2 1 3
12:41 PM 5 6 11 5:41 PM 2 1 3
12:42 PM 4 5 9 5:42 PM 1 1 2
12:43 PM 5 4 9 5:43 PM 1 0 1
12:44 PM 5 5 10 5:44 PM 0 0 0
12:45 PM 3 3 6 5:45 PM 0 1 1
12:46 PM 4 3 7 5:46 PM 1 0 1
12:47 PM 3 3 6 5:47 PM 0 1 1
12:48 PM 3 4 7 5:48 PM 0 1 1
12:49 PM 3 4 7 5:49 PM 1 3 4
12:50 PM 3 3 6 5:50 PM 3 1 4
12:51 PM 1 4 5 5:51 PM 1 2 3
12:52 PM 2 3 5 5:52 PM 2 0 2
12:53 PM 2 3 5 5:53 PM 1 1 2
12:54 PM 2 4 6 5:54 PM 2 2 4
12:55 PM 1 4 5 5:55 PM 2 1 3
12:56 PM 2 3 5 5:56 PM 2 0 2
12:57 PM 4 1 5 5:57 PM 2 2 4
12:58 PM 2 3 5 5:58 PM 4 2 6
12:59 PM 3 1 4 5:59 PM 1 2 3
1:00 PM 1 2 3 6:00 PM 0 2 2
1:01 PM 1 2 3 6:01 PM 2 3 5
1:02 PM 1 5 6 6:02 PM 2 4 6
1:03 PM 2 4 6 6:03 PM 2 3 5
1:04 PM 3 2 5 6:04 PM 2 3 5
1:05 PM 2 3 5 6:05 PM 2 2 4
1:06 PM 2 2 4 6:06 PM 2 4 6
1:07 PM 4 0 4 6:07 PM 3 5 8
1:08 PM 1 1 2 6:08 PM 2 5 7
1:09 PM 1 3 4 6:09 PM 2 5 7
1:10 PM 2 5 7 6:10 PM 3 6 9
1:11 PM 3 5 8 6:11 PM 3 6 9
1:12 PM 3 4 7 6:12 PM 4 7 11
1:13 PM 3 4 7 6:13 PM 3 6 9
1:14 PM 2 5 7 6:14 PM 2 6 8
1:15 PM 2 4 6 6:15 PM 4 5 9
Wednesday Queue
Exhibit 10 - Traffic Report
Project: 11066 Magnolia Ave Riverside Date: 3/27/2019
City: Riverside,CA Day: Wednesday
Arrival Time Pick-up to
Order Board
Behind Order
Board Total Time:
(by min)
Pick-up to
Order Board
Behind Order
Board Total
1:16 PM 2 4 6 6:16 PM 2 5 7
1:17 PM 3 2 5 6:17 PM 3 5 8
1:18 PM 4 1 5 6:18 PM 4 5 9
1:19 PM 3 0 3 6:19 PM 3 4 7
1:20 PM 2 3 5 6:20 PM 3 4 7
1:21 PM 1 4 5 6:21 PM 2 5 7
1:22 PM 1 4 5 6:22 PM 4 3 7
1:23 PM 2 5 7 6:23 PM 4 1 5
1:24 PM 3 7 10 6:24 PM 3 1 4
1:25 PM 4 5 9 6:25 PM 3 1 4
1:26 PM 3 6 9 6:26 PM 1 3 4
1:27 PM 4 6 10 6:27 PM 2 2 4
1:28 PM 1 5 6 6:28 PM 2 3 5
1:29 PM 3 5 8 6:29 PM 1 6 7
1:30 PM 3 6 9 6:30 PM 2 5 7
1:31 PM 2 5 7 6:31 PM 3 5 8
1:32 PM 3 4 7 6:32 PM 3 4 7
1:33 PM 4 3 7 6:33 PM 3 3 6
1:34 PM 4 2 6 6:34 PM 2 3 5
1:35 PM 4 3 7 6:35 PM 1 2 3
1:36 PM 4 2 6 6:36 PM 2 1 3
1:37 PM 4 1 5 6:37 PM 2 0 2
1:38 PM 4 1 5 6:38 PM 1 1 2
1:39 PM 1 1 2 6:39 PM 1 0 1
1:40 PM 1 0 1 6:40 PM 1 2 3
1:41 PM 0 0 0 6:41 PM 1 4 5
1:42 PM 0 0 0 6:42 PM 1 3 4
1:43 PM 0 3 3 6:43 PM 3 3 6
1:44 PM 2 1 3 6:44 PM 2 3 5
1:45 PM 1 2 3 6:45 PM 3 1 4
1:46 PM 2 3 5 6:46 PM 2 1 3
1:47 PM 0 3 3 6:47 PM 2 0 2
1:48 PM 0 5 5 6:48 PM 1 0 1
1:49 PM 1 6 7 6:49 PM 0 1 1
1:50 PM 2 3 5 6:50 PM 1 1 2
1:51 PM 2 3 5 6:51 PM 1 1 2
1:52 PM 1 3 4 6:52 PM 2 2 4
1:53 PM 1 3 4 6:53 PM 2 3 5
1:54 PM 1 4 5 6:54 PM 1 3 4
1:55 PM 2 4 6 6:55 PM 1 2 3
1:56 PM 2 4 6 6:56 PM 2 1 3
1:57 PM 4 2 6 6:57 PM 1 3 4
1:58 PM 3 3 6 6:58 PM 1 3 4
1:59 PM 2 3 5 6:59 PM 2 2 4
Wednesday Queue
Exhibit 10 - Traffic Report
Project: 11066 Magnolia Ave Riverside Date: 3/30/2019
City: Riverside,CA Day: Saturday
Arrival Time Pick-up to
Order Board
Behind Order
Board Total Arrival Time Pick-up to
Order Board
Behind Order
Board Total
11:00 AM 0 0 0 4:00 PM 1 1 2
11:01 AM 1 0 1 4:01 PM 2 1 3
11:02 AM 1 0 1 4:02 PM 1 0 1
11:03 AM 1 0 1 4:03 PM 2 0 2
11:04 AM 0 0 0 4:04 PM 3 0 3
11:05 AM 0 0 0 4:05 PM 3 0 3
11:06 AM 1 1 2 4:06 PM 5 1 6
11:07 AM 2 0 2 4:07 PM 5 3 8
11:08 AM 1 0 1 4:08 PM 5 5 10
11:09 AM 1 0 1 4:09 PM 5 4 9
11:10 AM 1 3 4 4:10 PM 4 3 7
11:11 AM 3 1 4 4:11 PM 5 3 8
11:12 AM 3 3 6 4:12 PM 6 3 9
11:13 AM 3 3 6 4:13 PM 5 3 8
11:14 AM 4 2 6 4:14 PM 4 4 8
11:15 AM 5 1 6 4:15 PM 3 4 7
11:16 AM 5 1 6 4:16 PM 5 2 7
11:17 AM 5 1 6 4:17 PM 6 1 7
11:18 AM 4 0 4 4:18 PM 5 2 7
11:19 AM 4 0 4 4:19 PM 5 0 5
11:20 AM 3 0 3 4:20 PM 4 1 5
11:21 AM 2 0 2 4:21 PM 2 3 5
11:22 AM 0 0 0 4:22 PM 3 4 7
11:23 AM 1 0 1 4:23 PM 5 6 11
11:24 AM 1 0 1 4:24 PM 6 3 9
11:25 AM 0 0 0 4:25 PM 5 4 9
11:26 AM 0 0 0 4:26 PM 6 2 8
11:27 AM 0 0 0 4:27 PM 5 3 8
11:28 AM 1 0 1 4:28 PM 4 2 6
11:29 AM 1 0 1 4:29 PM 2 4 6
11:30 AM 1 1 2 4:30 PM 3 1 4
11:31 AM 2 1 3 4:31 PM 4 1 5
11:32 AM 2 2 4 4:32 PM 4 0 4
11:33 AM 4 0 4 4:33 PM 3 0 3
11:34 AM 3 0 3 4:34 PM 4 0 4
11:35 AM 4 1 5 4:35 PM 3 2 5
11:36 AM 5 1 6 4:36 PM 4 2 6
11:37 AM 5 1 6 4:37 PM 5 4 9
11:38 AM 6 3 9 4:38 PM 3 2 5
11:39 AM 7 2 9 4:39 PM 5 2 7
11:40 AM 6 0 6 4:40 PM 3 1 4
11:41 AM 6 0 6 4:41 PM 5 0 5
11:42 AM 5 1 6 4:42 PM 5 1 6
11:43 AM 3 0 3 4:43 PM 3 1 4
11:44 AM 1 0 1 4:44 PM 2 0 2
11:45 AM 2 0 2 4:45 PM 3 1 4
11:46 AM 0 0 0 4:46 PM 2 0 2
11:47 AM 0 0 0 4:47 PM 2 0 2
11:48 AM 1 1 2 4:48 PM 2 0 2
11:49 AM 1 0 1 4:49 PM 1 1 2
11:50 AM 1 0 1 4:50 PM 1 2 3
11:51 AM 1 0 1 4:51 PM 2 0 2
11:52 AM 0 0 0 4:52 PM 1 2 3
11:53 AM 1 0 1 4:53 PM 2 1 3
11:54 AM 3 0 3 4:54 PM 3 3 6
11:55 AM 4 0 4 4:55 PM 4 1 5
11:56 AM 3 0 3 4:56 PM 3 3 6
11:57 AM 2 0 2 4:57 PM 4 3 7
11:58 AM 3 1 4 4:58 PM 4 1 5
11:59 AM 3 2 5 4:59 PM 4 2 6
12:00 PM 3 2 5 5:00 PM 6 0 6
12:01 PM 5 1 6 5:01 PM 7 1 8
12:02 PM 5 1 6 5:02 PM 6 1 7
12:03 PM 4 3 7 5:03 PM 5 2 7
12:04 PM 4 2 6 5:04 PM 6 1 7
12:05 PM 5 1 6 5:05 PM 5 1 6
12:06 PM 7 3 10 5:06 PM 4 1 5
12:07 PM 8 3 11 5:07 PM 4 1 5
Queue Study
Prepared by National Data & Surveying Services
Saturday Queue
Exhibit 10 - Traffic Report
Project: 11066 Magnolia Ave Riverside Date: 3/30/2019
City: Riverside,CA Day: Saturday
Arrival Time Pick-up to
Order Board
Behind Order
Board Total Arrival Time Pick-up to
Order Board
Behind Order
Board Total
12:08 PM 6 3 9 5:08 PM 3 0 3
12:09 PM 7 1 8 5:09 PM 3 0 3
12:10 PM 7 2 9 5:10 PM 2 0 2
12:11 PM 7 3 10 5:11 PM 2 0 2
12:12 PM 6 4 10 5:12 PM 1 2 3
12:13 PM 6 4 10 5:13 PM 2 1 3
12:14 PM 4 3 7 5:14 PM 3 1 4
12:15 PM 6 2 8 5:15 PM 3 3 6
12:16 PM 4 2 6 5:16 PM 4 2 6
12:17 PM 3 4 7 5:17 PM 3 2 5
12:18 PM 3 2 5 5:18 PM 3 1 4
12:19 PM 4 2 6 5:19 PM 4 1 5
12:20 PM 4 3 7 5:20 PM 3 1 4
12:21 PM 3 3 6 5:21 PM 4 0 4
12:22 PM 4 2 6 5:22 PM 4 0 4
12:23 PM 4 2 6 5:23 PM 4 0 4
12:24 PM 5 0 5 5:24 PM 2 0 2
12:25 PM 1 0 1 5:25 PM 3 0 3
12:26 PM 1 0 1 5:26 PM 3 1 4
12:27 PM 0 0 0 5:27 PM 3 0 3
12:28 PM 3 2 5 5:28 PM 2 2 4
12:29 PM 3 1 4 5:29 PM 4 1 5
12:30 PM 2 2 4 5:30 PM 5 1 6
12:31 PM 3 2 5 5:31 PM 4 1 5
12:32 PM 5 1 6 5:32 PM 4 0 4
12:33 PM 4 3 7 5:33 PM 4 0 4
12:34 PM 4 3 7 5:34 PM 3 0 3
12:35 PM 4 3 7 5:35 PM 1 0 1
12:36 PM 4 3 7 5:36 PM 0 0 0
12:37 PM 5 2 7 5:37 PM 2 0 2
12:38 PM 6 2 8 5:38 PM 3 1 4
12:39 PM 6 1 7 5:39 PM 4 0 4
12:40 PM 5 1 6 5:40 PM 3 2 5
12:41 PM 5 1 6 5:41 PM 3 2 5
12:42 PM 4 1 5 5:42 PM 3 0 3
12:43 PM 7 2 9 5:43 PM 5 0 5
12:44 PM 7 2 9 5:44 PM 4 0 4
12:45 PM 6 2 8 5:45 PM 2 0 2
12:46 PM 5 1 6 5:46 PM 1 0 1
12:47 PM 6 1 7 5:47 PM 1 0 1
12:48 PM 6 2 8 5:48 PM 2 1 3
12:49 PM 6 1 7 5:49 PM 3 0 3
12:50 PM 4 1 5 5:50 PM 2 2 4
12:51 PM 4 4 8 5:51 PM 2 0 2
12:52 PM 4 3 7 5:52 PM 2 0 2
12:53 PM 5 2 7 5:53 PM 1 0 1
12:54 PM 6 2 8 5:54 PM 2 1 3
12:55 PM 5 2 7 5:55 PM 3 1 4
12:56 PM 6 3 9 5:56 PM 3 0 3
12:57 PM 4 5 9 5:57 PM 2 0 2
12:58 PM 6 6 12 5:58 PM 0 0 0
12:59 PM 5 6 11 5:59 PM 1 0 1
1:00 PM 3 7 10 6:00 PM 1 0 1
1:01 PM 5 5 10 6:01 PM 0 0 0
1:02 PM 3 6 9 6:02 PM 1 0 1
1:03 PM 3 4 7 6:03 PM 0 1 1
1:04 PM 6 5 11 6:04 PM 0 1 1
1:05 PM 4 5 9 6:05 PM 2 0 2
1:06 PM 5 3 8 6:06 PM 1 0 1
1:07 PM 6 3 9 6:07 PM 1 0 1
1:08 PM 5 3 8 6:08 PM 2 0 2
1:09 PM 4 5 9 6:09 PM 4 0 4
1:10 PM 5 3 8 6:10 PM 5 0 5
1:11 PM 5 2 7 6:11 PM 6 0 6
1:12 PM 6 2 8 6:12 PM 7 0 7
1:13 PM 4 4 8 6:13 PM 6 0 6
1:14 PM 6 2 8 6:14 PM 6 0 6
1:15 PM 6 3 9 6:15 PM 5 1 6
1:16 PM 6 3 9 6:16 PM 5 0 5
1:17 PM 6 2 8 6:17 PM 5 0 5
1:18 PM 6 2 8 6:18 PM 3 0 3
1:19 PM 4 2 6 6:19 PM 2 0 2
Saturday Queue
Exhibit 10 - Traffic Report
Project: 11066 Magnolia Ave Riverside Date: 3/30/2019
City: Riverside,CA Day: Saturday
Arrival Time Pick-up to
Order Board
Behind Order
Board Total Arrival Time Pick-up to
Order Board
Behind Order
Board Total
1:20 PM 5 7 12 6:20 PM 3 0 3
1:21 PM 5 6 11 6:21 PM 1 0 1
1:22 PM 5 5 10 6:22 PM 2 0 2
1:23 PM 5 3 8 6:23 PM 2 0 2
1:24 PM 3 4 7 6:24 PM 3 0 3
1:25 PM 2 4 6 6:25 PM 3 0 3
1:26 PM 4 2 6 6:26 PM 2 0 2
1:27 PM 6 2 8 6:27 PM 2 0 2
1:28 PM 5 1 6 6:28 PM 1 0 1
1:29 PM 4 4 8 6:29 PM 2 0 2
1:30 PM 7 3 10 6:30 PM 3 1 4
1:31 PM 6 4 10 6:31 PM 4 2 6
1:32 PM 5 3 8 6:32 PM 3 5 8
1:33 PM 4 5 9 6:33 PM 4 4 8
1:34 PM 5 3 8 6:34 PM 4 5 9
1:35 PM 4 6 10 6:35 PM 3 3 6
1:36 PM 3 6 9 6:36 PM 4 2 6
1:37 PM 4 8 12 6:37 PM 4 0 4
1:38 PM 4 6 10 6:38 PM 2 4 6
1:39 PM 6 5 11 6:39 PM 5 4 9
1:40 PM 4 6 10 6:40 PM 4 3 7
1:41 PM 4 5 9 6:41 PM 5 3 8
1:42 PM 5 5 10 6:42 PM 5 4 9
1:43 PM 5 4 9 6:43 PM 3 5 8
1:44 PM 5 3 8 6:44 PM 4 6 10
1:45 PM 6 2 8 6:45 PM 3 5 8
1:46 PM 7 3 10 6:46 PM 4 4 8
1:47 PM 5 3 8 6:47 PM 4 7 11
1:48 PM 5 2 7 6:48 PM 4 3 7
1:49 PM 5 3 8 6:49 PM 3 6 9
1:50 PM 3 5 8 6:50 PM 5 4 9
1:51 PM 4 6 10 6:51 PM 5 3 8
1:52 PM 6 3 9 6:52 PM 5 5 10
1:53 PM 6 1 7 6:53 PM 3 3 6
1:54 PM 6 1 7 6:54 PM 3 5 8
1:55 PM 5 1 6 6:55 PM 3 4 7
1:56 PM 6 2 8 6:56 PM 4 2 6
1:57 PM 7 2 9 6:57 PM 4 1 5
1:58 PM 6 2 8 6:58 PM 3 5 8
1:59 PM 5 2 7 6:59 PM 4 3 7
Saturday Queue
Exhibit 10 - Traffic Report
DRIVE-THROUGH QUEUING ANALYSIS
Project: Riverside Raising Cane's (820)
Location: 4100 Central Avenue, Riverside, CA
INPUT VALUES
Variable Description Value
A = average number of vehicle arrivals per hour 1
74 S = service rate, number of vehicles per hour2
87 I = traffic intensity, utilization factor = A/S 0.85 Q = queue capacity (vehicles) 23

FORMULAS
Average Length of Queue
Avg Q = A 2 / S(S-A) = I 2 / 1-I 4.84
Probability of Q Number of Vehicles in Queue
P(Q) = (I) Q (1-I) 0.36%
Probability of Queue Exceeding Q Vehicles (17 Vehicles)

2.06%
1 For a worst-case analysis, the peak arrival rate for the midday peak is used here. 2 Service rate conservatively assumes 150 seconds of lost time for the first vehicle of the hour to move forward from the order board to the service window, while the remainder of the vehicles are assumed to be processed at a rate of 40 sec/veh Source: Institute of Transportation Engineers (ITE)
Transportation Planning Handbook, 3rd Edition
P (Q > a) = 1 - ∑ ܲ(ܳ)ொୀ௔
ொୀ଴
Riverside Raising Cane's (820)
Traffic Study
Kimley-Horn and Associates, Inc.

March 2023
Exhibit 10 - Traffic Report